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350 OCEAN BLVD - DWGSBuilding Code Florida Building and Residential Codes, 5" Edition (2014) Code for Design Loads ANSUASCE 7-10 EZ - End Zone (psf) ROOF LOADING ....................... ...... ........ . Cd = 1.25 TOP CHORD LIVE LOAD ......................... ........ 20 PSF TOP CHORD DEAD LOAD ..... ......... _ ..........7 PSF BOTTOM CHORD LIVE LOAD -36.4 ATTICS WITH LIMITED STORAGE............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF 101 - 200 ft2 (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD ......... ..........5 PSF WIND LOADING ........... .. ...... ....... ........ .. Cd = 1.60 ASCE 7-10, 3S GUST ....................... ..... ........ 130 MPH BASIC WIND SPEED +29.3 EXPOSURE CATEGORY ......................... .... D BUILDING CATEGORY ..................................... li ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES...._ ......................... (SEE TABLE 1) FLOOR LOADING ..... ........ ................ .... Cd =1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ............. .......5 PSF SPECIAL FLOOR (GAME ROOM) LOADING ... .Cd = 1.00 TOP CHORD LIVE LOAD.... ..........: ...............60 PSF TOP CHORD DEAD LOAD...................:............10 PSF BOTTOM CHORD LIVE LOAD............ ..0 PSF BOTTOM CHORD DEAD LOAD ............. .......5 PSF MAXIMUM FLOOR TRUSS SPACING..............16" O.C. DEFLECTION CRITERIA ROOF TRUSSES .......... :................................... LL/240 TL/180 TL MAX 1" UP TO 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL / 360 TL/240 TL MAX 3/4" WOOD I JOISTS ............................................... LL / 480 TL/240 TL MAX %2" WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ -Interior Zone (psf) EZ - End Zone (psf) 0 - 20 fe +29.32 -31.8 +29.32 -39.3 21 - 50 ft? +27.9 -30.39 +27.9 -36.4 51 -100 fe +26.2 -28.7 +26.2 -33.0 101 - 200 ft2 +24.9 -27.4 +24.9 -30.4 VINYL SOFFIT MAX PRESSURE (psf) +29.3 -39.3 GARAGE DOOR PRESSURE SEE FRAMING PLAN END ZONE KEY MAP LL END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) - II 00 ot 5, _ r lock Subdivision i Q Beac c Ocet nBoulevard,an4901 Belfort Rd Suite 140 (!� -j Jacksonville FI 32256 • Phone: (904) 262-9898 z LL Duval County, Flda ®r1 Fax: (904) 262-9861 4.0 FT Drawing Index1STFLOOR (TYP) .END ZONE DESIGNATION ht. No. Drawing Title Sht. No. Drawing Title 1 Title I Index 4z1 Structural Legends, Notes, Details NOTES: 1.NCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER CO 2 Architectural Foundation Plan (Monohtl#c) S2 Structural Foundation Plan (Monohthic/Stemwall) FBC 1605.3.1.1. p. -I 3 Not Used S3 1st Level Structural Shearwall Plan 4 1st Level Floor Plan S3.1 1st Level Roof or Floor Framing Plan W -1 Level Structural Shearwall Plan _... , - 5 2nd Level Floor Plan , S4 2nd v - 6 Elevations S4.1 2nd Level Roof or Floor Framing Plan 1< L�7 7777 7 Elevations S5 Structural Sections/Details $ Roof Plan S6 Structural Sections/Details ` W Mo Mechanical HVAC Specs 4 Q 9 thru 9.3 5echons/Details P 10 Not Used M1 1st Floor Mechanical Plan 1 2 D FLOO 4.0 FT END ZONE 2nd Floor Mechanical Plan N � (TYP) 11 1st Floor Electrical Plan MZ DESIGNATION W 12 2nd Floor Electrical Plan ryLL x i A. I j CELLAR LOT 5 OCEAN BOULEVARD ATLANTIC BEACH FL I JOB#: OS012 DATE: 10-17-17 Z DRAWN. DP ABBREVIATIONS CHKD: AREAS ISSUED: ABV ABOVE - FLR FLOOR SDLTS SIDE LIGHTS FP FIREPLACE SGD SLIDING GLASS DOOR AC AIR CONDITIONER. ENG JOB#. AFF ABOVE FINISHED FLOOR FRFRENCH DOOR(S) SH (2) SHELVES (Q ANITY) AHU AIR HANDLER UNII FXD FIXED SHWR SHOWER W T.B. TOWEL 1st LEVEL LIVING CONDITIONED 1554 ENG DATE: ''^^ BLK BLOCK FXT FIXTURE ( V J 1 GLS GLASS T.P.H. TOILET PAP R HOLDER CABS CABINETS ENG DRN LV CLG CEILING HB HOSE BIB T&s Tub and sf I wER 2nd LEVEL LIVING (CONDITIONED): 1919 CHR CHAIR RAIL ' KS KNEE SPACE TEMP TEMPERED COFF COFFERED IAv LAVATORY TR TRANSOM _ TOTAL LIVING (CONDITIONED):. 3473. REVISED: COL COLUMN LT LAUNDRY TUB VOL VOLUME MARBLE WC WATER CLOSET 12-7-17 COMP COMPRESSOR MRBL GARAGE ENCLOSED UNCONDITIONED): 334" CRN MLD CROWN MOULDINGMC MEDICINE CABINET WD WOOD ) W CVAC CENTRAL VACUUN SYSTEM MIR MIRROR WH WATER HEA ER..I COVERED PATIO (UNENCLOSED SPACE).. ...347 DBL DOUBLE MTL METAL WNCT WAINSCOT DIAG DIAGONAL OH OVERHEAD WS WATER SOFTENER DR DOOR OPNG OPENING WASH WASHER ENTRY,(UNENCLOSED SPACE): 177 ! , U DRY DRYER OPT OPTIONAL ' ^ DW DISHWASHER R&S CLOTHES ROD and SHELF TOTAL UNDER ROOF: 4331 6 V J EB EYEBROW REF REFRIGERATOR I FL FLOOR LINE (MAT. CHANGE) S.D. SOAP DISH VOLUME (CONDITIONED); 47,122. O O 4_ I SII 0 - 5L.0 L X Z W O Uj O z CL LL 00 1% 75'-0" � 10'-6" 53'-6" 11'-000, " W J 22'-2" 13'-4" 18'-0 0 4901 Belfort Rd Suite 140 U) Jacksonville FI 32256 Ur Phone: (904) 262-9898 z Fax: (904) 262-9861 9-4 4-0 0 o Ln HB . HB HB —al — O I I I 1 I I 18'-0" I L SLP I c� ti 00 I '- I ( � W ,. -0'-4" b I _ (MIN) W 0 V o I °�r w iv _© p Z U SLP (M N) m x w Q p NOTE: SAWz - ¢ u CUT C.J.'S o W(TYP) M I NOTE: SLP SEE "STRUCTURAL FOUNDATION PLAN" FOR LOCATION OF ALL THICKENED SLAB INTERIOR BEARING FOOTINGS, U) PADS AND FOUNDATION DETAILS. L_ J (V w SEE STRUCTURAL FOUNDATION DRAWINGS FOR ALL NOTES, MATERIALS AND INSTALLATION SPECIFICATIONSry lk-m SL M 0'-4" _ _4" FOR CONCRETE, REINFORCING, SOIL/FILL, VAPOR _--- N Irl. (MIN) PROOFING AND TERMITE TREATMENT. 004 -4„ ? M . r N I- O VI K_ 10'-6"I12'-6" 2-41 10'-21/2" 6-9 1/2" 18'-9" 6-6" 7'-6" — — — — — — — — — — — — - — — =�L _ — — N CELLAR LOT 5 - -5 v2" OCEAN BOULEVARD sLP p I L_Ji I ( Lj o ATLANTIC BEACH FL M -0'-0" I (MIN) (MIN) I v I _ coL7 PROVIDE " I :-. �� - iv I PVC CONDUIT yi o> I �, I SLP I 1BO I TOISLANDI 1 JOB*OS012 As REQ I zo DATE: 10-17-17 PRE-PLUMBLLz FOR SINK I ;_ I — — — — T — — T —1 DRAWN: DP Wt DRAIN ++ I— � _ � — CHKD: _ ISSUED: 0 ENG JOB#: ENG DATE: W U) ENG DRN: W REVISED: _ h- 10'-6" 57'-011 7'-6" 12-7-17 W ._I 75'-0" Q W FOUNDATION PLAN(MONOLITH C z 0 o C^4 ROUGH OPENING SCHEDULE BE ADVISED THAT ALL ROUGH FRAME DOOR AND WINDOW OPENINGS SHALL BE THE FOLLOWING DIMENSIONS: 1. EXTERIOR DOORS A. SGL DOOR INSWING - CALL SIZE + 2" W, +2 1/4" H SGL DOOR OUTSWING - CALL SIZE + 2" W, +1 3/8" H B. DBL DOOR INSWING - CALL SIZE + 2 1/2" W, +2 1/4" H DBL DOOR OUTSWING - CALL SIZE + 2 1/2" W, +1 3/8" H C. DOOR WITH SIDELIGHT(S) (ALL) SGL DOOR / 1 SL - CALL SIZE + 3 1/2" W, +2 1/4" H SGL DOOR /2 SL - CALL SIZE + 5" W, +2 1/4" H D. SLIDING GLASS DOOR EAGLE VIEW WINDOWS INC. XXX 12080`3 -PANEL -140 13/16" W, 96" H XXX 9080 3 -PANEL -104 13/16" W, 96" H 2. WINDOWS A. VINYL - SINGLE HUNG (SH) & FIXED GLASS (FG) SGL WINDOW - CALL SIZE -W & H MULLED GROUPS; SIDE x SIDE x SIDE (3x) WIDTH - CALL SIZES SIDE x SIDE x SIDE HEIGHT - CALL SIZES 3. INTERIOR DOORS A. SGL PH DOOR - CALL SIZE +2" W, +2 1/2" H B. DBL (2) PH DOOR - CALL SIZE+3" W, +2 1/2" H C. BI -FOLD DOORS - CALL SIZE+1 1/2" W, +2" H D. BI -PASS DOORS - CALL SIZE t0" W, +3" H E. POCKET DOOR - 2 x CALL SIZE +1" W, +4 1/2" H NOTES: 1. WINDOWS: EAGLE VIEW WINDOWS INC. 2. INTERIOR & EXTERIOR DOORS: BUILDERS FIRST SOURCE 3. SLIDING GLASS DOORS EAGLE VIEW WINDOWSINC. 4. POCKET DOOR FRAME: JOHNSON 5. SEE FLOOR PLANS FOR HEADER HEIGHTS. AREAS ABOVE 1st LEVEL LIVING (CONDITIONED): 1554 2nd LEVEL LIVING (CONDITIONED): 1919 TOTAL LIVING (CONDITIONED): 3473 GARAGE (ENCLOSED UNCONDITIONED): 334 COVERED PATIO (UNENCLOSED SPACE): 347 ENTRY (UNENCLOSED SPACE): 177 TOTAL UNDER ROOF: 4331 VOLUME (CONDITIONED): 47,122 6. SEE FLOOR PLANS FOR ACTIVE LEAF ON DBL DOORS. ' 7. SEE ELEVATIONS FOR WINDOW MUNTIN PATTERNS. 8. PROVIDE TEMPERED GLASS AT LOCATIONS PER FBC. ROUGH OPENING DIMENSIONS ARE BASED ON INFORMATION PROVIDED BY - THE CONTRACTOR AND IT'S TRADE PARTNERS AND IS DEEMED TO BE ACCURATE. ANY VARIATIONS IN PRODUCTS OR INSTALLATION TECHNIQUES SHALL BE COORDINATED BY THE CONTRACTOR. NOTE: PER FBC-R2010 §M1305r1.1 PROVIDE 4" MIN CLEAR SPACE AROUND ALL AIR HANDLING UNITS ABBREVIATIONS T ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CL CEILING LINE CLG CEILING` CHR CHAIR RAIL COFF COFFERED COL COLUMN COMP COMPRESSOR CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER SPACE DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT CHANGE) FLR FLOOR FP FIREPLACE FR FRENCH DOOR FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC INET :MEDICINE CABINET MIR MIRROR MTL METAL - OHC OVERHEAD CABS OPNG OPENING OPT OPTIONAL R&S CLOTHES ROD and SHELF' REF REFRIGERATOR SPACE SD SMOKE DETECTOR SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANITY) SHWR SHOWER SOAP SOAP DISH TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TOB TOP OF BLOCK (CMU) TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WSH WASHER SPACE 0? M NOTE: ADD DRAFTSTOPPING AS REQUIRED PER FBC R302.12 • 0 G r X r r1 z O 0 V W Q �A Z r" U_ r 00 I -- Ir - 741 -0" r74'-0" 01 (n 10'-0.. 53'-6" 10'-61`: W J 221-21' 7'-5f' 23'-11"U 4901 Belfort Rd Suite 140 U) �_ ,� 1.5,_8„ 3'_0" 3'-11 ° 20'-0'' 3 6 Jacksonville FI 32256 Phone: (904) 262-9898 13'-4" I 18'-0" Phone: Z - - -------------------------------------------------- ----- ---- Fax: (90 )262-9861 I � 6 v i ` A/C TRASH RASH _o i Q / I I I i HB HB 3060 SH i — LL _ — _I L — J "' i HB 060 SH (TEMP) _ _ i TAN�KLiESS 7'-1 1/2" HDR) (T-101/2" HDR) GAS ------------- WALL f_i o I N p BELOW co FRAMED COLUMN �� L i i c� EE TYP DETAIL ��. m WOOD N I 1 (S ) 3'-9 112" � 3'-7 1/2" I 1,� 1 OOD i W/S LOOP Fu i 13 I ao I 0 i W/ DRAIN �F I 9 N ji14 II ° " 8 I �,o W = a 7 d 3'-3" 4 1/2" `L 2'-71/2" = 21'-3 112" I I � � o 0 6MSH � �' U FAMILY GARAGE ?z I 5 =, I a 10' CLG °.° I WOOD WOOD STEPS W / 3 N CLN 10'CLGSTAINED TREADS,.. _ I O J W AND RISERS N I 2-�CDco 9to%`y O00 Ilk 01 UP•7 � — II N MUDRM N A v 10' CLG L N, ►; WOOD V / II M 5 2880PKT--------- U3 — 2X6 WALL 22'-2" 3'-9 1/2" 4'-3 1/2" 18'-3 1/2" " 3'_0'6 10'-6" (I w44 COVERED= �, 1080 SDLT N 1 11 1 /2 I Z �, 1 11 °O �{ a _ FOYER (TEMPS SENTRY M H o r 1 I PATIO p o' cL O' CLG 10 CLG 10 CLG 22'-2" 2'-6" T-9" T-9 1/2" 1 1 � 12'-0" WOOD 1'-10 1/2" 4'_5., 76'-6" iv 7'-0 II I IIH I I 1 2880 PKT _ _ _ _ BASE CAB ICE — --- 256 --- -- I I FUR DOWN WOOD CLG Z 11090 OPNG EC I BATH #4 TOILET o — — I 10 G TANK -' ---------- TILE = I I �� I I 6-5 1/2" II II D ( I, I II' H 11 -11 1/2 o' (VERIFY BAR LEAF)AT 42" AFF IN WALL _ F— _ _ 2x6—WALL BELOW --=--=-- ------CLG _W% I N I I I I I_ N LU 0 - z N ° - W p DW _ � H W a s o' i b WO IN WALL �-- --=--=-- ------CLG LL I I_ N LU 0 - z N ° - W p ch BI -PASS �� _ � 2680 FR =a co d - - p I- r. ¢� W 0 2 U SHWR NCL - - r. ( DIVIDED p N � _ p CELLAR LOT 5 TILE 16 H I ix°LLw w m HAND HELD BUTLER LITE) p �,� o I ( N -- - I I2- wz �z S _ TILE I ( I i 10' CLG, WOOD iv OCEAN BOULEVARD i Lz �- 110 p Tq - PANTRY RY O I I iu z J ° SEAT ,_,, DINING STUDY o .. 0 I I iV I _, TIL 1 4 r N 48" THERMADOR RANGE W/ 48" DECOR CABHOODVENTS TO b MICRO/ o� I I °� 10' CLG I p I o ATLANTIC BEACH FL H o' �-- --=--=-- ------CLG 10' LG WOOD 10'CLG WOOD `* co d KITCHEN 0 HAND HELD BUTLER H H -- - I ( N 10' CLG, WOOD iv i Lz �- 110 p Tq - PANTRY RY O I I iu Nt p iV I _, r N 48" THERMADOR RANGE W/ 48" DECOR CABHOODVENTS TO b MICRO/ o� I I °� 10' CLG I p I o o' iV I I o> � EXT. BUMP UP & OUT d M cfl JOB#: OS012 1 F_ OVEN c� WOOD 00 Ur I I GAS PRE -PLUMB 42_OHC " 0 A OHC " PANTRY 42" OHC ----- �+ � ._ I I L I DATE: 10-17-17 z FOR SINK --_ W / CRN --- -I --42 I— — W /CRN CABINET W rCRN M DRAWN: DP W/ DRAIN TILE BS TILE BS TILE BS CHKD: �j cfl 4020 FXD TA GAS 2 3060 SH _ O 3020 FXD 3020 FXD ISSUED. LL � 46 H. 1/2 WALL TEMP (TEMP) T-101/2" HDR ) (T-10 1/2" HDR) (T-10 1/2" HDR) I 0 WITH CAP (5'-6" HDR) H WH W 6'� FRAMED COLUMN ENG JOB#. ,, 6 (42" AFF) (SEE TYP DETAIL) ENG DATE. W 11'-6" 10'-8" 6'-0" 6-31/2" T-0" 6-0" T-6" U) do ENG DRN: W 22'-2" 10'-0 1/2 12'-3 1/2 12'-6" REVISED: 10'-0" 57'-0" T-0" 12-7-17 W /001 J" 74'-0" Q V W O Z 1st LEVEL FLOOR PLAN 1 /4if- 11_11 O Q Q SII 0 W G _X r r z O V NOTE: ADD DRAFTSTOPPING AS LU REQUIRED PER FBC R302.12 , o z ry NOTE TO FRAMER: REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL I.I._ STUD SPECIES, SIZES AND SPACING. NOTE; SPRAY FOAM IN ATTIC. NOT FOR STORAGE00. REPAIR AND MAINTENANCE OF MECHANICAL - EQUIPMENT ONLY. r 57'-0" LLI J Q 22'-10" 30'-8" -T-611 C) 4901 Belfort Rd Suite 140 U) 17'-2 1/2" 5'-7 1/2" 6'-9" 5'-7" 5'-9 1/4" 12'-6 3/4" Jacksonville FI 32256 �I1 7 21Phone: (904) 262-9898 T-6" 10'-8 1/2" T-011 31-31/2" T-5 1/2 2'-11 1/2" 2'-9 3/4" Fax: (904) Z262-9861 z 3060 SH 3060 SH 8'-0" HDR) (8'-0" HDR) 3060 FXD 0 - (19'-9 7/8" HDR) 3010 FXD - (ABV MAIN FFE) (8'-0" HDR) LJ M ^ I STAIR NOTES oST RA EO G NOTE: o =: TnD' 9 CLGTUB RO 1. SEE STAIR SECTION FOR TREAD AND oo`� 5 -0 1/4 j RISER DIMENSIONS. TREADS TO HAVE c`' zo WIC L � 12 (2) 2080 BI -PASS SHWR 111 NOSING W/ MIN. 11" TOTAL TREAD 9' CLG i ENCL ! 10 13 i TH #2 o rr DEPTH. WOOD I o WOOD I B , 9 IIz iii 9'CLG o 14 J N J 2. TREADS SHALL BE 2x12's GLUED and j 8 I I_ 151 I o _ TILE _ NAILED (RIPPED DOWN AS REQUIRED) o I I z iv Z to I 7 Iip 16ii=a p Q c=epUj o_ IIQ 1 t BED #2 o COT 3. RISERS SHALL BE 1x8's GLUED and ��... � � � NUNIT 17„ � � � _ CO - Y DEVELOPMENT NAILED (RIPPED DOWN AS REQUIRED) "` iv N I I I U 18 i= L` -MC M 2680 9' CLG M W 2650 I I I i i WOOD 61`MULt ,` '� DENIED OF _ 19 M 4. LANDINGS SHALL BE CONSTRUCTED n II r OWNERS T (TYP> Z 1 " C and DECKED W/ 3/4" T&G — H 2x8 s @ 46 OC14 — — ° p 2680.. , � � -'—, 'PLYWOOD GLUED and NAILED r 5 -5 3 -4 31-7 1/21' 6'-7" 5 -9 1/4" 12'-6 3/4 3 -6 = 9 CLG = J w WOOD a ti 5. STRINGERS SHALL BE 2x12's EQUALLY` `� oo N N ats I WIC N A WOOD N SPACED (TYP) 5 a' H; N I 9 CLG N vI WOOD o 2'-9" 3'-7112 co 8'-11'r00 N R&S N U) FOR LOCATION O]M2 " " NOTE: SEE SHEET ��.— MECHANICAL UNI22 X54 CV `Q (2) -R&S~ L _ J N _ rn x �, 2880 PULL DOWN STAIR T- 5� is r c� o 7 -0 6 -6 3 8 1 /2EO o c� N F C� �b0 1 LJ o _ T I WIC M M 0 _1 1 d N v ' o N LAUNDRY - - — - ; I s' CLG 1 1 T00Nz— ih (2) 2080 SLIDING DOORS T n -I 9' CLG fV �! I WOOD N 1 ON RAIL ABOVE iv I TILE ' I 21_11r N R&S Z.1 1 r I ILFL 1 FL -p GRID LTI N co I CAB B ISP I r 00 � MC (5) SH Ll _ = I MIR MIR f I—` CH SE 1'-5'' N N N r - IL II zI 36"H DECO w I N cfJ iv I c 36" H VANITY 36 H VANITY I , i _ `�, � I HANDRAIL n r u r " , n rn g — 3'-2" 2'-0" T-511 U) 'v DI 9 -0 112 I 4 -7 1 /2 4 -7 3 -5 1 /2 BATH #3 p = o --DRILLHOLE O BATH N 9 CLG Z DS W ao p = c — BACK OF (2) 2680 4 N = O � X 9 CLG N TILE > o o b 6 lL ,p COUNTER r 268 _� _ O N _1 N C) = TOP CENTERED TILE E—� _� I oo sh .. o CELLAR LOT 55 -- - o r> Ir o M FREE STANDING TUB - F7817 1 -� s uLL I ❑ 6 MULL --> OCEAN BOULEVARD �, N — (TYP) (TYP} I BED 31_ r_�11 6'-4" 2 7 1 0 L 9 CLG I ATLANTIC BEACH FL I `; PLACE WOOD HORIZ. O WIC WOOD L_ l CO DS �� �o I�, BED #4 � O ON WALL F TO CL �L �'� 9 CLG otS 9' CLG o ^ ---- CURB ■■ O 5 I IX 4I - I � ' •- WOOD = ESS TEMP m = 12 _ ICO FRAMELESS TEMP GLS SHWR ENCL j :- I �� 61 -PASS SHWR ' ^ NDING 11 I N GLS SHWR ENCL ON E—� U i9 I ENCL U] 1 LOW WALL TI ESHWR o RAIN HEAD JOB#. OSO1 �n 10 -, I o - © O I CURB 0 Q^ 09 r I W/ SLOPED CAP TIL - TO CLG CL TILE - - w .- I w AT 42" AFF — — — — — I SHW DATE. 10 17 17 08 I . L 1 HAND LINEAR DRAIN R& coS - - N r � 1 1 '1 _ I 1 07 1 r, HELD I DRAWN: DP �` 1 L� L- M 1 1 06 , 01 FXD FRAMEL S TILE TO = CHKD: N 1 I 05 I cfl 3 10 FXD 3 0 TEMP GLS CLG cm I I 1 8-0" HDR 8'-0" HDR 1 w I 04 , ( ) ( ) SHWR ENCL ISSUED: +- 1 I 03 3060 SH 3060 SH 3010 FXD 0 ENG JOB#. j j 02 I (8'-0" HDR (8'" HDR) (8'-0" HDR) 01 I ) -0 w-- ENG DATE. U) 1 I 1 3'-3 4'-611 T-0" 2'-10 1/2" 7'4 2'-8 2'-61/2" 2'-1.1 1/2" ENG DRN: Uj 3,-4" 7,_611 , 1 I 1 ,1�-------�-------------------REVISED: LANDING (9 T @ 10" Ea) 1 10'-9" 2'-9" T-8 1/2" 8'-10" 12'-10 1/2" 6-6'r 12'-7" 12-7-17 W I 26-01 /2" 18'-4 1/2" 12'-7" --� A STAIR SECTION Q of 1-011 10'-0" 57'4" 7'-0" 0 R 1 -p O 2nd LEVEL FLOG LAN 1/4- z o 0 „ j i _ W I t-TI� T- 12 12 6 8 L _ I II X r 12 1 -r - L r� 5/4X4 FC FRIEZEtilt I8 Z (TYP) T r`T J O 9.0 _ - l _ �_ _ 21-11 , 2ND LEVEL _ _FALSE BRG FALSE BRG _ _ 2ND LEVEL 21 -11 Q LijL I 20'-11" 2ND LEVEL _ _ — BRG ) r- BRG 2ND LEVEL 20'-11" %14 z __T 1„L NOTE: BEARING BASED ON 6:12 r PITCH. ADD HEEL TO 8:12 AS `.REQUIRED TO ALIGN FASCIAS(TYP) _ Cry r _I 00 Lr12 T LL7_1 12 -rTI t i I -r 4 --1 � 4 FIN FLR 2ND LEVEL 11'-9 7/8" Uj 11'-9 7/8" 2ND LEVEL _ _ FIN FLR _. - `I -r- 101-11/81, IST LEVEL ENTRY BRG BRG 1ST LEVEL ENTRY 10 1 1/8 _ I I I r �r r 7I — - 4941 Belfort Rd Suite 140 n ! I T -01. 9 0 ROUGH FRAME I I I ROUGH FRAME 9 _ cT, l t r �T _I r� — —Jacksonville Fl 32256 + 7 5/4x4 FC TRIM r ! r - r r 5/4x4 FC TRIM Phone: (904) 262-9898 BEVEL TOP � r - Jill _� TI - -! �_ 4 i J- I �._l .J L �.- - r - �J BEVEL TOP Fax: 4 - @ 30° ANGLE) -t L I -L I� �r ] T ( a (90 ) 262 9861 -@ 30° ANGLE) j (TYP) 46 H. 1/2 WALL �_ 1, -r V - J F �( 1 RAMED WITH CAP r a rI - r FRAMED COLUMN TYP 42" AFF T r J _ r i L._ COLUMN TYP (SEE DETAIL) I_ r r - _,- -+r-;--1- T- (SEE DETAIL) J_/4x8 FC TRIM Ti—� 5/4X8 � FC TRIM : (BEVEL TOP, + r T T 7 - (BEVEL TOP o ICD i I I rr L ----- J @ 30 ANGLE) @ 30 ANGLE) '- !�1-T -� {TYP) J - i - r - r - u �1� 7 t - �r (TYP) 7 1 ) T� I ,, t a [— _ Jr _ __ _ _ 0' D MAIN _ T FIN FLR _ r r FIN FLR MAIN 0'-0" ENGINEERED PRE-PRIMED STAGGERED 18"X42" EDGE SIDING (TYP / INSTALL PER MANUF. DECO SHUTTERS - WRITTEN INSTRUCTIONS) (TYP) 11 1 11 LEFT SIDE ELEVATION1/4 - 1 -0 COMMUNITY DEVELOPMENT W NOTE. DENSE („) - SE- � �ET 9.1 FOR WINDOW TRIM &-BANDING DETAILS ..J W ENGINEERED PRE-PRIMED DIAMOND Q SHAPE SIDING (TYP /INSTALL PER MANUF. WRITTEN INSTRUCTIONS) 12 12 8 8 w 26'-8" 2020 FXD BLACK OUT WINDOW _ 5/4X4 FC FRIEZE ry (TYP) 21'-11" 2NDLEVEL FALSE BRG SOFFIT _ _. � FALSE BRG2ND LEVEL 21'-11" 5/4 X 2 OVER 5/4 X 12 FC TRIM RECEPTACLE T 20-11 2ND LEVEL BRG BRG 2ND LEVEL 20,-14 J� iI I NOTE BEARING BASED ON 6:12 ',-� T PITCH. ADD HEEL TO 8.12 AS CELLAR LOT 5 J REQUIRED TO ALIGN FASCIAS (TYP) o OCEAN BOULEVARD JT M WINDOW BOXES ATLANTIC BEACH FL ADD DRIP FEED TO BOXES, (PER BUILDERS SPEC) 11'-9 LVE FIN FLR F 7/8 2ND LEVEL - 2 1 �-ra-�" — --tai IN FLR _ 2ND LEVEL 11 9 7/8 : 9.1 9.1 � � I j - , _ JOB#. OS012 Gly 10'-1 1/8" 1ST LEVEL, ENTRY _ BRG BRG _ 1ST LEVEL 10'-1 1/8" SOFFIT DATE: 10-17-17 z 9'-0 ROUGH FRAME _ RECEPTACLE GARAGE ELEMENT 9'-6 3/8 u DRAWN: DP 5/4x4 FC TRIM aT_ CHKD: (BEVEL TOP _. t,� 5/4X6X9" MOUNT BLOCK Q 30° ANGLE A �-1 - @ 5'-10 1/2" (TYP) ISSUED: (TYP) 9.1 IM Q - ENG JOB* FRAMED Uj COLUMN (TYP) 7L ENG DATE. SEE DETAIL 9.1 -rOfN ENG DRN: W 5/4x8 FC TRIMREVISED: Ir ; (BEVEL TOP o 30° ANGLE) � I 12-7-17` W (TYP) ,� IN FIN FLR �" - J 0 0 MA — FIN FLR _ MAIN 0 0 WINDOW BOXES ADD DRIP FEED ENGINEERED PRE-PRIMED STAGGERED TO BOXES (PER EDGE SIDING (TYP / INSTALL PER MANUF. '._. BUILDERS SPEC) WRITTEN INSTRUCTIONS) O � � z FRONTELEVATION 1/411= 1 1 -011 O _o Bora-wicare 21'-11" 2ND LEVEL _ T FALSE BRG L 20'-11" 2ND LEVEL BRG �. -�TYJi, -r- I �r- >��. 12 I! 2ND LEL FIN FLR 11 -9 7/8 EV— — 4 r- - I 1 I r rel -- 10'-1 1/8" 1ST LEVEL — BRG Y ! 9'-6 3/8" GARAGE ELEMENT 9'-0" ROUGH FRAME.IT 5/4x4 FC TRIM 1 j (BEVEL TOP -�� I @ 30° ANGLE) 1 (TYP) FRAMED 1 COLUMN (TYP) (SEE DETAIL) T 'I it T� I /4x8 FC TRIM 5 (BEVEL TOP j @ 30° ANGLE) J r Tl 0,-0" MAIN ( FIN FLR RIGHT SIDE ELEVATION ! 'I Y 21'-11" 2ND LEVEL 20'-11" 2ND LEVE[ I I, NOTE. BEARING BASED C PITCH. ADD HEEL TO 8`.12 REQUIRED TO ALIGN FAS 11'-9 7/8" 2ND LEVE[ — 101-11/81, 1ST LEVEL 91- 0 ROUGH FF i 0'-0" MAIN II Q WW G _X _7-I r� 5/4X4 FC FRIEZE r _ (TYP) 12 12 Z 8 6 Q 2 1 �I T—T ,—— L — LU SIM T � �_ i _�. I FALSE BRG— — — 2ND LEVEL 21'-11"V 0.. T TT !I�� �. � I BRG — _ —' 2ND LEVEL 20'-11" U_ ' JT r a 1 NOTE: BEARING BASED ON 6:12 00 PITCH. ADD HEEL TO 8:12 AS i �T lj I ( I REQUIRED TO ALIGN FASCIAS (TYP), 4T I ;� r �4 I I 11iUj J 1 r !1 ' I _ _� _ N r — 3 4901 Belfort Rd Suite 140TLJ (� I FIN FLR — — 2ND LEVEL Jacksonville FI 32256 . !_ 1 _ I ->_ -���_ _r_!_ _ !_ , ' ! �j_r Phone. (904) 262-9898 ( i - _ '-1 1/81Fax: 904 262-9861BRG 1STLEVEL 10 1 z I 1 1 I.-_ - - �- � ( e ROUGH FRAME 91-01, - r r I I i TI I I I , 5 T"� ' T1__rT -_r_ 1 ! I 5/4x4 FC TRIM r y I _ 1 rr ?T( r �� r BEVEL TOP L .I � __ i . _� . 1- L- _ } _ ( 0 1 ( I _1I -r TJ -HT T i r10 �T 30 ANGLE 1 I �I I _ T C (TYP) Jr -T T I FRAMED IT --1 I. j i- I -r-' i- - 17 - �-I _ _ COLUMN (TYP) ! 1- i I i-1 j 7� T I I� I I � r`TI I 1._ _ I_j _1 �,_ l _ a_._ _� rte_ (SEE DETAIL) ITL j? f _ `-j T T r r I 5/4x8 FC TRIM i I - -r - _. _ - r_. .. 1 _ r , r I �i 7r ! (BEVEL TOP �T ri T r T { _ �1 T 1 I_' .1 L @ 30 ANGLE) -- �, ( _. -, T _ �� �I T - I ! r-- _l-. - r r FIN FLR MAIN 0'-0" !! — — ENGINEERED PRE -PRIMED STAGGERED EDGE SIDING (TYP / INSTALL PER MANUF. WRITTEN INSTRUCTIONS) 1/4I1� boll Z W U) W 12 12 6 6 5/4X4 FC FRIEZE FALSE BRG (TYP) FALSE BRG 2ND LEVEL 21'-11" BRG BRG 2ND LEVEL 20'-11" ! -- I L 1E=1 I CELLAR LOT 5- r _ OCEAN BOULEVARD ARD I ! , - I ATLANTIC TIC BEA CH FL 1P _ I �, T I I r ( I �._ • 17 —T (� JOB#: OS012 r _FIN FLR FIN FLR_ 2ND LEVEL �r DATE. 10-17-17 z - _ BRG i' BRG _ 1ST LEVEL 10'-1 1/8" z DRAWN DID ROUGH FRAME 9-0 „ CHKD: �. ISSUED I � 0 �- Y-_ 5/4x4 FC TRIM r ENG JOB#. T J (BEVEL TOP L .1 @ 30 ANGLE) ENG DATE: U� (TYP) ENG DRN: _ W ' I Tr FRAMED REVISED. COLUMN (TYP) TTL (SEE DETAIL) 12-7-17 _� 1„L,! T I 11 5/4x8 FC TRIM J C1 T (BEVEL TOP Q 30' ANGLE) : _ a (TYP) FIN FLR FIN FLR _ MAIN 0'-0" ENGINEERED PRE -PRIMED STAGGERED EDGE SIDING (TYP / INSTALL PER MANUF.- z REAR ELEVATION WRITTEN INSTRUCTIONS), 1 11 O 1/411= 1 -0 , 0 ATTIC VENTILATION PER FBC-RESIDENTIAL 5th EDITION (2014) SECTION R 806- ROOF VENTILATION VENTILATION REQ (NFVA) (NOTE 1&2) VENTILATION PROVIDED (NFVA) AREA ATTIC OFF -RIDGE VENTS (NOTE 3a) SOFFIT VENTS (NOTE 3b) AREA TOTAL UPPER EAVE (TOTAL (SQ IN) (SQ IN) (SQ IN) LINEAL FT NFVA PROVIDED LINEAL FT NFVA PROVIDED SQ FT) (SQ IN) (SQ IN) A 1987 UNVENTED N/A N/A B 140 134 0 134 0 0 21 336 C 347 166 83 83 4 144 54 308 NOTES: 1. R806.2- FOR ROOF AREAS WITH SOFFIT OR RIDGE VENTING ONLY - REQUIRED MINIMUM NET FREE VENTILATION AREA (NFVA) EQUALS TOTAL SQ. FT. X 144 IN. / 150 SQ. IN. 2. R806.2 EXCEPTION- FOR ROOF AREAS WITH BOTH SOFFIT AND RIDGE VENTING - REQUIRED MINIMUM NET FREE VENTILATION AREA EQUALS TOTAL SQ FT. X 144 IN./ 300 SQ: IN. (40 %, BUT NOT MORE THAN 50 %, OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3 FT. BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE) 3. BASIS OF CALCULATION: (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ.IN. (NFVA) PER LIN. FT. (b) SOFFIT VENTS - NORANDEX T4 FULL VENT PERFORATED W/ 5.7 SQ. IN. (NFVA) PER LIN. FT. (REAR ELEVATION) (C) SOFFIT VENTS -VINYL CORP 400V SOFFIT VENT W/-16 SQ. IN. (NFVA) PER LIN. FT. (FRONT ELEVATION) 4. UNVENTED ATTIC ASSEMBLY- PROVIDE AIR -IMPERMEABLE SPRAY FOAM INSULATION APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH THE FBC-R806.5 CREATING AN UNVENTED ATTIC SPACE COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 0 W G r X r z O V; V o W Q _z CL LL r NOTE: SPRAY FOAM IN ATTIC. NOT FOR STORAGE. 00 REPAIR AND MAINTENANCE OF MECHANICAL EQUIPMENT ONLY. U) W J Q 0 4901 Belfort Rd Suite 140 W Jacksonville FI 32256 Phone: (904) 262-9898 Z Fax: (904) 262-9861 21-01. LINE OF AIR-IMPERMIABLE SPRAY FOAM2'-0" D INSULATION INSTALLED PER MANUF.TY (TYP) WRITTEN SPECIFICATIONS (P) CD . � �- �- �- �--■�-�--�� o div rr -_- ----- --�---- -' }- - 21-4 , �a IL II I I I II ---- � 41,10— L " II II �I II II II II � I I U ti it I L I �..� �A U I I y I I 8:12 8:12 ' I 8:12 SLP m Z c.i d SLP SLP T I' 0 _ �I CD ; II _ I I I J� Uj J VENTED VINYL SOFFIT \��� I n— J I 1 INSTALLED PER MANUF WRITTEN SPECIFICATIONS II �I THIS AREA (TYP) U)W 3:12` — -- -- — -- --- — --- — — sLP II U II > 6:12 I RIDGE t, w SLP El 0 IF— --= -----1 nJP II ------- ---� I II II I---, _J L - I_.I I JI LI Ta =�—J I I B I �� I r I I I 00 U) li I I I VENTED VINYL SOFFIT CELLAR LOT 5 i INSTALLED PER MANUF L — — ' — — I RIDGE ' 4:12 WRITTEN SPECIFICATIONS OCEAN BOULEVARD YARDL-- _— — — sLP THIS AREA (TYP) � I I OO ATLANTIC BEACH FL �� II vv`V II II Ca 1 i . ----� i 8:12 i I 8:12 I I G"�� JOB* OS012 U) sLP L I SLP i I I I DATE: 8-31-17 z DRAWN: DP II I Ii II � I `j N I. I I I I CHKD: — — — I i ISSUED: -.�--� Li ENG JOB#: 1 80 ENG DATE: W ENG DRN: W zo 2YLINE OFAIR-IMP RM.IA LE SPRAY FOAM REVISED: INSULATION INSTALLED PER MANUF12-7-17 I _ WRITTEN SPECIFICATIONS W J I! Q 0 E' ROOF PLAN 1/4 - 1 -0 O 0 z O 0 Bora-c"are -�1 w Q Z LLt- 11 co r c 24" OH LIj U.N.O. _j -------- U Tom. 4901 Belfort Rd Suite 140 (!) NOTE; FIBERGLASS SHINGLE ROOFING OVER I I ALL EXTERIOR WALLS ARE 2X6 Jacksonville FI 32256 Ur 30# FELT (SEE ROOF DETAIL SHEET) UNLESS NOTED OTHERWISE Phone: (904) 262-9898 I I (SEE � 2 Fax: (904) 262-9861. Z WD ROOF SHEATHING OVER PRE -ENG ( WD TRUSSESELEV) NOTE: TRUSS PROFILE. (RE: STRUCTURAL DWGS) I I -- CONDITIONS VARY, SEE 2x BLKG AT HEEL CONDITIONS 1 =---.°° - ELEVATIONS FOR TRUSS (RE: STRUCTURAL DWGS) i EM HEEL LOCATIONS AND EXTEND SHEATHING & WATER RESISTIVE ' I =° =- HEIGHTS. BARRIER TO TOP CHORD OF ROOF TRUSSI - --------------- STRUCTURAL ANCHOR @ EACH °` - --------------- m NJ - TRUSS (RE: STRUCTURAL DWGS) I i _-__-------------------- — (2) 2x TOP PLATE w W w (RE: STRUCTURAL DWGS) I i _ "w BRG 2nd LEVEL SEE ELE ALUMINUM DRIP OVER ALUMINUM —AIR-IMPERMIABLE SPRAY FOAM WRAPPED PT 1x2 AND 2x6 FASCIA INSULATION (RE: ENERGY CALCULATIONS) — - - — — "14,' ANTI -SAG or 5/8" GYP BRD @ CLG VINYL SOFFIT INSTALLED PER W MANUF WRITTEN SPECIFICATIONS 1/2" GYP BRD (SEE ROOF PLAN FOR VENTED SOFFIT LOC / RE: STRUCTURAL DWGS) — BATT WALL INSULATION FRIEZE (SEE ELEVATIONS FOR LOC) "(RE: ENERGY CALCULATIONS) z ENGINEERED PRE -PRIMED STAGGERED EDGE SIDING 23/32" T&G WOOD FLOOR SHEATHING, GLUED & W INSTALLED PER MANUF WRITTEN MECHANICALLY FASTENED OVER PRE -ENG WOOD SPECIFICATIONS OVER APPROVED FLOOR TRUSSESRE: STRUCTURAL DWGS) ) WATER RESISTIVE BARRIER 2x PLATE (RE: STRUCTURAL DWGS) FIN FLR 2nd LEVEL SEE ELE U -- -- J.FW,,RAMING TE:'REFERENGE STRUCTURAL DWGS FOR w EXTERIOR SHEATHING TO SPAN CONTINUOUS CONNECTION TYPES AND DETAILS ACROSS FLOOR SYSTEM OR ALTERNATE 3/4" _ -- - ry RIM BOARD W/ SPLICE AT EXTERIOR AIR-IMPERMIABLE SPRAY FOAM SHEATHING PER APA RECOMMENDATIONS ( INSULATION (RE. ENERGY RE: STRUCTURAL DWGS) -_ CALCULATIONS) BRG 1st LEVEL SEE ELEV (2) 2x TOP PLATE (RE: STRUCTURAL DWGS) -- 1/" ANTI -SAG or 5/8" GYP BRD @ CLG w WATER RESISTIVE BARRIER OVER WOOD z STRUCTURAL PANEL SHEATHING RE: CELLAR LOT 5 STRUCTURAL DWGS FOR SHEATHING) Lj EXTEND WATER RESISTIVE OCEAN BOULEVARD 2x WD STUDS (RE: STRUCTURAL DWGS) U BARRIER BEHIND STARTER STRIP ATLANTIC BEACH FL - Z ° SILL SEAL <" 1/4" MIN. PT WD LATH STARTER STRIP JOB* OS012 2x PT PLATE, SETBACK 1/2" FROM01 C.7 HOLDEXT SHEATHING 1/4 ( SLAB EDGE, OVER FOAM SILL SEAL RE: DATE: 10-17-17 .. � ABV SLAB (SEE DETAIL) Z STRUCTURAL DWGS FOR ANCHORAGE) DRAWN: DP N P2 / MAIN SEE ELE CHKD / ISSUED: z 0 a ENG JOB* - - - - ENG DATE: W -11 Iil_III III -III III -_ - - _ __ 6 MIL POLYETHYLENE VAPOR W FINISH GRADE I i iu-7_,;,_�„-;,III-III-ifI-III III_III-II ° -- T ° BARRIEROVERCLEAN. COMPACTED ENG DRN: LLI (SLOPE AWAY) 1_�� 1 b & TERMITE TREATED SOIL. - -s- REVISED: 12-7-17 a9 I W FOUNDATION/FOOTING VARIES J (RE: STRUCTURAL DWGS) Q U u) F_ 0 r,-'jYP1 CAL WALL SECTION 0 z 9 TWO STORY STAGGERED EDGE SIDING (SEE ELEVATION FOR LOCATIONS) 1” = 1-011 0 • B ora C are 4 ` -�1 w Q Z LLt- 11 co r c 24" OH LIj U.N.O. _j -------- U Tom. 4901 Belfort Rd Suite 140 (!) NOTE; FIBERGLASS SHINGLE ROOFING OVER I I ALL EXTERIOR WALLS ARE 2X6 Jacksonville FI 32256 Ur 30# FELT (SEE ROOF DETAIL SHEET) UNLESS NOTED OTHERWISE Phone: (904) 262-9898 I I (SEE � 2 Fax: (904) 262-9861. Z WD ROOF SHEATHING OVER PRE -ENG ( WD TRUSSESELEV) NOTE: TRUSS PROFILE. (RE: STRUCTURAL DWGS) I I -- CONDITIONS VARY, SEE 2x BLKG AT HEEL CONDITIONS 1 =---.°° - ELEVATIONS FOR TRUSS (RE: STRUCTURAL DWGS) i EM HEEL LOCATIONS AND EXTEND SHEATHING & WATER RESISTIVE ' I =° =- HEIGHTS. BARRIER TO TOP CHORD OF ROOF TRUSSI - --------------- STRUCTURAL ANCHOR @ EACH °` - --------------- m NJ - TRUSS (RE: STRUCTURAL DWGS) I i _-__-------------------- — (2) 2x TOP PLATE w W w (RE: STRUCTURAL DWGS) I i _ "w BRG 2nd LEVEL SEE ELE ALUMINUM DRIP OVER ALUMINUM —AIR-IMPERMIABLE SPRAY FOAM WRAPPED PT 1x2 AND 2x6 FASCIA INSULATION (RE: ENERGY CALCULATIONS) — - - — — "14,' ANTI -SAG or 5/8" GYP BRD @ CLG VINYL SOFFIT INSTALLED PER W MANUF WRITTEN SPECIFICATIONS 1/2" GYP BRD (SEE ROOF PLAN FOR VENTED SOFFIT LOC / RE: STRUCTURAL DWGS) — BATT WALL INSULATION FRIEZE (SEE ELEVATIONS FOR LOC) "(RE: ENERGY CALCULATIONS) z ENGINEERED PRE -PRIMED STAGGERED EDGE SIDING 23/32" T&G WOOD FLOOR SHEATHING, GLUED & W INSTALLED PER MANUF WRITTEN MECHANICALLY FASTENED OVER PRE -ENG WOOD SPECIFICATIONS OVER APPROVED FLOOR TRUSSESRE: STRUCTURAL DWGS) ) WATER RESISTIVE BARRIER 2x PLATE (RE: STRUCTURAL DWGS) FIN FLR 2nd LEVEL SEE ELE U -- -- J.FW,,RAMING TE:'REFERENGE STRUCTURAL DWGS FOR w EXTERIOR SHEATHING TO SPAN CONTINUOUS CONNECTION TYPES AND DETAILS ACROSS FLOOR SYSTEM OR ALTERNATE 3/4" _ -- - ry RIM BOARD W/ SPLICE AT EXTERIOR AIR-IMPERMIABLE SPRAY FOAM SHEATHING PER APA RECOMMENDATIONS ( INSULATION (RE. ENERGY RE: STRUCTURAL DWGS) -_ CALCULATIONS) BRG 1st LEVEL SEE ELEV (2) 2x TOP PLATE (RE: STRUCTURAL DWGS) -- 1/" ANTI -SAG or 5/8" GYP BRD @ CLG w WATER RESISTIVE BARRIER OVER WOOD z STRUCTURAL PANEL SHEATHING RE: CELLAR LOT 5 STRUCTURAL DWGS FOR SHEATHING) Lj EXTEND WATER RESISTIVE OCEAN BOULEVARD 2x WD STUDS (RE: STRUCTURAL DWGS) U BARRIER BEHIND STARTER STRIP ATLANTIC BEACH FL - Z ° SILL SEAL <" 1/4" MIN. PT WD LATH STARTER STRIP JOB* OS012 2x PT PLATE, SETBACK 1/2" FROM01 C.7 HOLDEXT SHEATHING 1/4 ( SLAB EDGE, OVER FOAM SILL SEAL RE: DATE: 10-17-17 .. � ABV SLAB (SEE DETAIL) Z STRUCTURAL DWGS FOR ANCHORAGE) DRAWN: DP N P2 / MAIN SEE ELE CHKD / ISSUED: z 0 a ENG JOB* - - - - ENG DATE: W -11 Iil_III III -III III -_ - - _ __ 6 MIL POLYETHYLENE VAPOR W FINISH GRADE I i iu-7_,;,_�„-;,III-III-ifI-III III_III-II ° -- T ° BARRIEROVERCLEAN. COMPACTED ENG DRN: LLI (SLOPE AWAY) 1_�� 1 b & TERMITE TREATED SOIL. - -s- REVISED: 12-7-17 a9 I W FOUNDATION/FOOTING VARIES J (RE: STRUCTURAL DWGS) Q U u) F_ 0 r,-'jYP1 CAL WALL SECTION 0 z 9 TWO STORY STAGGERED EDGE SIDING (SEE ELEVATION FOR LOCATIONS) 1” = 1-011 0 • B ora C are LAP WATER RESISTIVE BARRIER OVER SELF ADHERING rillQ MEMBRANE FLASHING AND NAILING FLANGE_ 4,, WIDE SELF ADHERING 1 LU MEMBRANE FLASHING OVER MTL 8" ROUGH FRAME V-41' CAP NAILING FLANGE TO SHTG --------------------- 111, 1 i i i ~ MTL CAP FLASHING SET 1N BED 1 i i i r 1 OF SEALANT OVER 5/4 x SMOOTH' 1 NOTE` SEE TYP WALL SECTION =X i FIBER CEMENT TRIM (5° SLOPE) 3/4'11 FOR ADDITIONAL NOTES r 1 � � 1 5/4 x 6 SMOOTH FIBER CEMENT TRIM j 10'-11/8" ENTRY BRG i O WINDOW OPENING FLASHING O (SEE DETAIL SHEET) i, 5/4x6 SMOOTH FIBER CEMENT TRIM w ---�� OVER BLKG Q �- OPEN DRAINAGE SPACE AT SEALANT (SEE- 5/4X10 SMOOTH FIBER CEMENT TRIM OVER O' m z CENTER OF WINDOW W/ 1" LONG r` WINDOW FLASHING WATER RESISTIVE BARRIER OVER SHEATHING WD0, ;dw ------- - - STRIP OF SEALANT AT EACH. SIDE � INSTALLATION DETAIL) OF WINDOW HEAD (SEE WINDOW VINYL SELF -FLASHING 2X FRAMING /BLOCKING BEAM (RE: STRUCTURAL DWGS) ELEVATION BELOW) 7= U - WINDOW (SIZE VARIES) g'-0" ROUGH FRAMING 5/4x10 SMOOTH FIBER CEMENT TRIM OVER - WIND W` HEAD DETAIL r rA O -- WATER RESISTIVE BARRIER OVER WD --- i 9.1 _ ALL ELEVATION 6" = 1'-0" SHEATHING EXTEND WATER RESISTIVE BARRIER PAST 0 5/4x SMOOTH FIBER CEMENT i Fj SHEATHING AT THIS LOCATION TRIM OVER WD SHEATHING i (NO SEALANT AT THIS LOCATION) NOTE: ALL FIBER CEMENT TRIM TO BE - INSTALLED PER MANUF WRITTEN ENGINEERED PRE -PRIMED SIDING_I SPECIFICATIONS J INSTALLED PER MANUF WRITTEN Q SPECIFICATIONS - 2 BEAM SECTION 4901 Belfort Rd Suite 140 NOTE: ALL FIBER CEMENT TRIM TO BE11 = r 11 Jacksonville FI 32256 91 FRONT ELEVATION 1 1 /2 1 0 INSTALLED PER MANUF WRITTEN 8" Phone: (904) 262-9898 SPECIFICATIONS ROUGH FRAME V-4" Fax: (904) 262-9861 z --------- -- --------------- 5/4 x 4 SMOOTH FIBER CEMENT TRIM 5/4 x CUT TO FIT SMOOTH FIBER WINDOW OPENING FLASHING _ CEMENT TRIM OVER WATER i i NOTE: SEE TYP WALL SECTION 0 -(SEE DETAIL SHEET) _ RESISTIVE BARRIER OVER WD i i i i - i FOR ADDITIONAL NOTES � --- - SHEATHING SEALANT (SEE = i J�=. WINDOW FLASHING = ROUGH FRAMING 8'-10" i SEALANT _ - INSTALLATION DETAIL)_ 10'-1 1/8" ENBRG r� TRY - VINYL SELF-FLA.SHING zt--- WINDOW (SIZE VARIES) 5/4x6 SMOOTH FIBER CEMENT TRIM ; rG-' BEAM SECTION OVER BLKG rB'**'NW1ND0W JAMB DETAIL 9.11 1/2" = 1'-O" BEAM (RE: STRUCTURAL DWGS) 9.1 ALL ELEVATIONS 6.. = 1'-0" COVERED PATIO REAR ELEVATION ----------------- 5/4x10 SMOOTH FIBER CEMENT TRIM OVER WATER RESISTIVE BARRIER OVER WD 5/4x10 SMOOTH FIBER CEMENT TRIM VINYL SELF -F SHING W SHEATHING - OVER WATER RESISTIVE BARRIER WINDOW (SIZE VARIES) OVER WD SHEATHING -SEALANT (SEE NO SEALANT NO SEALANT VII IND0111/OPENING FLASHING WINDOW ELAS ING INSTALLATION DETAIL (SEE DETAIL SHEET) _ ) MTL CAP FLASHING SET5/4x4 SMOOTH FIBER CEMENT TRIM SEALANT , IN BED OF SEALANT R06GH (SLOPE TOP) -- - 5/4F FW,ME x SMOOTH FIBER CEMENT _ -- TRIM (5° SLOPE)... 3/4" i J 5/4 x 4M S OOTH FIBER CEMENT TRIM „ 6 ROUGH W NOTE: ALL FIBER CEMENT TRIM TO BE FRAME INSTALLED PER MANUF WRITTEN I'IT17I I I I I iry SPECIFICATIONS = wIle WATER RESISTIVE BARRIER OVER SHEATHING _ ? 2 = P.T.WOOD POST (SEE STRUCTURAL DWGS) O 2X FRAMING / BLOCKING LL ENGINEERED PRE -PRIMED SIDING-- 5/4 x 8 SMOOTH FIBER CEMENT TRIM w � ------ INSTALLED PER MANUF WRITTEN I I I i - PT POST (RE: STRUCTURAL DWGS) SPECIFICATIONS - 1 5/4x10 SMOOTH FIBER CEMENT TRIM OVER co WATER RESISTIVE BARRIER OVER WD SHEATHING O_; 2X FRAMING / BLOCKING C WIND OW SILL DETAIL FRAMED COLUMN DETAIL F NOTE: ALL FIBER CEMENT TRIM TO BE �.jALL ELEVATION 6" 1'-0"COVERED PATIO COLUMNS 1 1/2 = INSTALLED PER MANUF WRITTEN CELLAR LOT 5 A 9.1 1'-0" SPECIFICATIONS 1" LONG STRIP OF OCEAN BOULEVARD 11„ SEALANT AT EACH 1 ATLANTIC BEACH FL SIDE (TYP) Y - - - F ------i--- --, 1„ PT POST RE: STRUCTURAL DWGS ( ) WINDOW SIZE VARIES i 2X FRAMING /BLOCKING (SEE ELEVATION) JOB* OS012 W ------- ------ i I 5/4x10 SMOOTH FIBER CEMENT TRIM 0 OVER WATER RESISTIVE BARRIER OVER DATE: 10-17-17 z WD SHEATHING DECOR SHUTTERS i i - GWB DRAWN: DP �� I ( ENG FIBER CEMENT SIDING - L . (SEE ELEVATION I I i_ i I (SEE TYP WALL SECT) r SHEATHING AS REQUIRED CHKD: FOR LOCATIONS) L------I------i --=--- ------ I I (RE: STRUCT DWGS) ISSUED: 7 T � WATER RESISTIVE BARRIER OVER WD i 2x PT PLATE (RE. STRUCTURAL DWGS i i ( 2x6, JAMB FRAME FOR ANCHORAGE STUDS (RE. STRUCT DWGS) ) 5/4x8 SMOOTH FIBER CEMENT TRIM ENG JOB* i i I {EXTEND INTO ROUGH LLI i i I I SEALANT AT ALL JOINTS PER OPENING 7/8) (SLOPE TOP 30°) ENG DATE: i I MANUF SPECIFICATION EN � ------i------ 5/4x4 SMOOTH FIBER CEMENT TRIM 0'-0„ FIN FLR o ss G DRN: W - - o BACKER ROD AND SEALANT REVISED: j L 12-7-17 T_ i 5/4 X 8 SMOOTH FIBER CEMENT RIP TO FIT) ) i a a NOTE: HOLD SHEATHING, W L ------I— _J I i a ° a SIDING & SYN WD TRIM 1/4" J L--- J L -- J OHD WEATHER STRIPPING r a s a Q MIN ABV SLAB jil1„ GARAGE DOOR ASSEMBLY, INSTALL PER MANUF SPEC. U WINDOWELEVATIONr-3,\,OHD JAMB DETAIL 1 COLUMN SECTION O ALL ELEVATION1 1,_ FIBER CEMENT FINISH ' 9.1 1 1 /2 - 1'-0" 9.1 FRONT ELEVATION 1 1/2" - 1'-0" 9F] z0 • i MIN ��\ ...... TEMPORARILY FOLD -UP & SECURE WATER RESISTIVE BARRIER i AT HEAD CUT WATER RESISTIVE ��• BARRIER AT I � 45° ANGLE 135° i s I STANDARD "I" CUT IN $° WATER RESISTIVE I I L BARRIER I I I 0 w ti O o A�C w n ROOF SHEATHING 2" MIN SIDE LAP 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES. USE 1" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET @ 12" O.C. AND 1 ROW AT OVERLAPS @ 6" O.C. PER MANUF RECCOMENDATIONS. �- 4" MIN END DETAIL LAP ' ALONG EAVES PLACE 9.3 VENT STACK FLASHING UNDERLAYMENT ON ' TOP OF METAL DRIP ' EDGE METAL DRIP EDGE SET IN PLASTIC ROOF CEMENT & NAILED PT1X2 2 X 6 FASCIA UNDERLAYMENT PLACE SHINGLES 3/8" OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT -A<'� NON -CORRODING MTL EAVE DRIP TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING MTL EAVE DRIP � PLACESHINGLES3!8" OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE FIRST COURSE 11 1/2" to 12 1/2" 11 1/2" to 12 1/2" 01 1" to 1 1/2" 1" to 1 1/2" +i • • • • SHINGLE NAILING 1 ROOFING DETAILS N.T.S. �.34:12 or GREATER SLOPE NOTE: FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURERFOR USE ON LOW SLOPE ROOFING PROJECTS. INSTALL SHINGLES OVER FLANGE AT HEAD FIBERGLASS SHINGLE ROOFING OVER 30#FELT OVER 7/16" OSB OVER PRE -ENG WD TRUSSES VENT STA ,K SEE PLUMBING FOR 0 W G h r X Vl r SIZE & LOCATIONS / FIBERGLASS SHINGLE ROOFING z . /oel OVER 30# FELT OVER 7/16" OSB PREFORMED FLEXIBLE BOOTOVER PRE -ENG WD TRUSSES •�' O FLASHING W1 INTEGRAL FLANGE ------- / SET IN PLASTIC ROOF CEMENT / W ;,a \ 16 WIDE METAL VALLEY FLASHING ,. OVER 30# FELT z INSTALL FLANGE OVER SHINGLE AT BASE / O.. / LL. // // CC) r m D DETAIL J 9.3 VALLEY FLASHING NTS <C j V 4901 Belfort Rd Suite 140 W .. FIBERGLASS SHINGLE ROOFING Jacksonville FI 32256 Phone: (904) 262-989$ OVER 30# FELT OVER 7/16" OSB Z OVER PRE ENG WD TRU Fax' {904) 262-9861 ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) i� CAP SHINGLE - DO NOT NAIL; INSTALL WITH ROOF CEMENT ROOF CEMENT .� SHINGLE ROOFING W � Uw - SSES DCTAI L GALVANIZED METAL OFF -RIDGE VENT INSTALL SHINGLES OVER VENT A WITH BAFFLE. SET IN PLASTIC ROOF OFF -RIDGE FLANGE AT HEAD DETAIL Q 9.3 VENT STACK FLASHING NTS CEMENT OR SEALANT / 9.3 OFF -RIDGE VENT NTS 9.3 WALL FLASHING STUCCO NTS STUCCO SYSTEM (SEE TYP WALL SECTION) CELLAR LOT 5 LAP BARRIERS OVER NAILING OCEAN BOULEVARD WALL SHEATHING FLANGE SCREEN WALL SHEATHING ATLANTIC BEACH FL SYN WD SIDING OVER VINYL DRIP/WEEP SCREED STUCCO SYSTEM OVER WATER -RESISTIVE BARRIER e, WATER -RESISTIVE BARRIER (SEE TYP WALL SECTION) i MIN INSTALL OFF -RIDGE VENT — — -- —� FLANGE OVER SHINGLE AT W i LAP WATER -RESISTIVE BARRIER i 5x5 METAL FLASHING JOB#. OS012 LAP FELT AND WATER -RESISTIVE BARRIER OVER VINYL STUCCO BASE OVER METAL FLASHING AND ' \• `� 1 DATE: 10 -17-17 Z SECURE WITH STARTER STRIP .��\ i STOP/ WEEP KICK -CUT FLASHING ~ z z EXTEND 30# ROOFING FELT UP EXTEND 30# ROOFING FELT UP i (SEE [DETAIL) 5 � MIN DRAWN: DP' Z Z ' i WALL 7" MIN WALL 7" MIN - 5 X 5 METAL FLASHING OVER 5 X 5 METAL FLASHING OVER ��\\ ��\�\ ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) i� CAP SHINGLE - DO NOT NAIL; INSTALL WITH ROOF CEMENT ROOF CEMENT .� SHINGLE ROOFING W � Uw MTL DRIP EDGE NOTE: INSTALL KICKOUT SEAL FLASHING AT BOTTOM OF ROOF & (n FASCIA WALL INTERSECTIONS 0 1 D ETAL Z C I= DETAIL 9.3 WALL/KICKOUT FLASHING NTS 0 �.3WALL FLASHING - LAP SIDING NTS - D • E DETAIL K`B�, D ETAI L 9.3 OFF -RIDGE VENT NTS 9.3 WALL FLASHING STUCCO NTS STUCCO SYSTEM (SEE TYP WALL SECTION) CELLAR LOT 5 LAP BARRIERS OVER NAILING OCEAN BOULEVARD WALL SHEATHING FLANGE ATLANTIC BEACH FL SYN WD SIDING OVER VINYL DRIP/WEEP SCREED WATER -RESISTIVE BARRIER e, i MIN i LAP WATER -RESISTIVE BARRIER i 5x5 METAL FLASHING JOB#. OS012 OVER METAL FLASHING AND ' \• `� 1 DATE: 10 -17-17 Z SECURE WITH STARTER STRIP .��\ KICK -CUT FLASHING ~ EXTEND 30# ROOFING FELT UP (SEE [DETAIL) 5 � MIN DRAWN: DP' Z i WALL 7" MIN CHKD: 5 X 5 METAL FLASHING OVER ��\\ ��\�\ EXTE KICK -OUT 2 5 I ( ISSUED: z ROOFING FELT (NAIL TO ROOF ��� BEYOND FASCIA MIN r, ENG JOB* �.. ' DECK NOT WALL SHEATHING) oUj ENG DATE: ' \� CAP SHINGLE - DO NOT NAIL ENG DRN. W INSTALL WITH ROOF CEMENT �� _17 �� REVISED: F- .� �., FELT 12-7-17 ROOF GEMENT .� .� SHINGLE ROOFING E— WATER W ,J .� SHINGLE ROOFING `• TIGHT Q MTL DRIP EDGE NOTE: INSTALL KICKOUT SEAL FLASHING AT BOTTOM OF ROOF & (n FASCIA WALL INTERSECTIONS 0 1 D ETAL Z C I= DETAIL 9.3 WALL/KICKOUT FLASHING NTS 0 �.3WALL FLASHING - LAP SIDING NTS - D • ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET -WALL MOUNTED 110 VOLT SPLIT DUPLEX OUTLET -SWITCHED 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110 VOLT QUADPLEX OUTLET -WALL MOUNTED zff� 11 OV DUPLEX -GFCI OUTLET 11 OV DUPLEX -GFCI OUTLET -SWITCHED 11 OV DUPLEX -AFCI OUTLET 11 OV DUPLEX -AFCI OUTLET -SWITCHED 110 VOLT DUPLEX OUTLET -FLOOR MOUNTED 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -w- SWITCH SWITCH -THREE WAY 4- SWITCH -FOUR WAY -En- SWITCH -DIMMER o--� PUSH BUTTON SWITCH DOOR BELL CHIMES 0-1 CABLE TELEVISION OUTLET X SPEAKER LOCATION 0 LIGHT FIXTURE -CEILING MOUNTED 0 LIGHT FIXTURE -WALL MOUNTED LIGHT FIXTURE -CEILING SUSPENDED LIGHT FIXTURE -CEILING RECESSED ® LIGHT FIXTURE -RECESSED EYEBALL CEILING FAN O SMOKE DETECTOR -CEILING MOUNTED EXHAUST FAN EXHAUST FAN/LIGHT FIXTURE COMBO FLOOD LIGHTS -DUAL HEAD - ® ELECTRIC PANEL STRUCTURED WRING PANEL QUICK DISCONNECT KK --I SECURITY KEYPAD LOCATION [�J JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE LIGHT FIXTURE -UNDER CABINET (j-{ THERMOSTAT 1'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 2'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 2'X2' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED -�- SMOKE /CARBON MONOXIDE DETECTOR ALL FIXTURES SHALL BE PER BUILDERS SPECIFICATIONS. Q Lij T ED. 2014 NOTE: NOTE. PER FDC -RESIDENTIAL, 5TH „gym con 15=01MCKMIAI FTu CP1 'In -IA eGrTlnnl I=qan'7 Ut:VMVICtrlCU6TMLIOICvI Vlf\VVII iivI"I%I\V1 1a 1 COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH PROTECTION Z CIRCUIT. SEE CODE FOR EXCEPTIONS Q E4002.14- TAMPER-RESISTANT 0 ISTANT RECEPTACLES NOTE' ALL LIGHTING TO BE Q IN ALL AREAS SPECIFIED IN E3901.1, ALL 125 -VOLT, 15- AND 20 -AMPERE CFL OR LED HIGH -EFFICACY RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. BULBS PER FBC-ENERGY W CONSERVATION R404. O z L.L. _ II 00 LlJ NOTE: ALL OUTLETS TO ....1 BE PLACED HORIZONTAL Q AND DIRECTLY ON TOP OF BASEBOARDS (NOT IN) 4901 Belfort Rd Suite 140 co Jacksonville A 32256 ( NOTE: ALL LED'S ARE Phone: (904) 262-9898 Z MINI'S Fax: (904) 262-9861 NOTE: FLOOR PLUGS AT II'' $1-01 ED FAMILY AND STUDY T.B.D. I I DED � — — — — — — — Q D �,i 120V (2) OUTLETS, (1) MTD AT �- _ _ J 120V I I 15 AMP STANDARD HGT., (1) 20 AMP I j MTD AT 60" AFF WP MTD @ -- --- 5'-6" AFF -------- --- 3 TO CENTER — (X2) STRIP IRR OF BOX IWlEt LIGHT (TYP) II � ii MINI MINI MINI I I I ii W I I LT I (PREWIRE/ FAN) LT STRIP I PREWIRE/ FAN)LIGHT U iI ( II I II 0 z TO FXT — — .\\ ABV TO SOFFIT OUTLET ABV SOFFIT II % - - - ---- MINI OUTLET 1 M M f MINI W �\ MINI --------- L) EYE --__------- -> _ I I MINI 2,-6 1N1 MINI MINI � I MINI MINI WP II I I 3 3 3 — — — — — — — — — — — — 3 3 — — — — — — — — — — — PLACE OUTLET I' I 30" HIGH i MTD AT (— — — — — — — — — —1 i MINI MINI M 1 i 60 AFF MINI , c_� /� c=� LED w -LED/ LED I 2 LT @ I MINI I — _ 90AFF I CELLAR LOT 5 U MIN MI I I OCEAN BOULEVARD EYE EYE ATLANTIC BEACH FL I LT I () PREWIRE/ FAN TRANS WP I IN[ MINI IN CAB" MINI MINI MINI 3 2-6 2-6 LT i I MINI (PREWIRE/ FAN) II • I I� I I I f M MINI ( MINI MINI MINI MINI MINI U) I I I I JOB#. OS012 �n WP MTD TRANS MICRO TRANS V COUNTER TOP FUTURE I V _ LED LED ,, �, LED '� _ LED `"` I I DATE: 10-17-17 z HEIGHT ICE MAKE WP _� — — c=r�� ~� �-� — — �c-r I— — — _ - DRAWN: DP — — — — — — -}--� - - - - - J_I CHKD: J GFCI STRIP GFCI STRIP ISSUED: LANDSCAPE MTD AT BOTTOM KTM AT BOTTOM DED LANDSCAPE Q LIGHTING OF CABINETS OF CABINETS 120V LIGHTING ENG .JOB#: 20 AMP ENG DATE: L1J NOTE: FLOOR PLUGS AT ENG DRN: Uj FAMILY AND STUDY T.B.D. REVISED: f-- I 12-7-17 W Q U F— 1st LEVEL ELECTRICAL PLAN sC 1/4 1 -0 z o Q BGra-mcck re ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET -WALL MOUNTED 110 VOLT SPLIT DUPLEX OUTLET -SWITCHED 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110 VOLT QUADPLEX OUTLET -WALL MOUNTED 110V DUPLEX -GFCI OUTLET 110V DUPLEX -GFCI OUTLET -SWITCHED 110V DUPLEX -AFCI OUTLET 110V DUPLEX -AFCI OUTLET -SWITCHED 110 VOLT DUPLEX OUTLET -FLOOR MOUNTED 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -w- SWITCH 4- SWITCH -THREE WAY -4- SWITCH -FOUR WAY -rf- SWITCH -DIMMER PUSH BUTTON SWITCH ® DOOR BELL CHIMES 0-1 CABLE TELEVISION OUTLET SPEAKER LOCATION LIGHT FIXTURE -CEILING MOUNTED (� LIGHT FIXTURE -WALL MOUNTED LIGHT FIXTURE -CEILING SUSPENDED LIGHT FIXTURE -CEILING RECESSED" Mn LIGHT FIXTURE -RECESSED EYEBALL J CEILING FAN O SMOKE DETECTOR -CEILING MOUNTED- ® EXHAUST FAN EXHAUST FAN/LIGHT FIXTURE COMBO FLOOD LIGHTS -DUAL HEAD ELECTRIC PANEL STRUCTURED WIRING PANEL QUICK DISCONNECT RH SECURITY KEYPAD LOCATION FJ JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE === LIGHT FIXTURE -UNDER CABINET ( -1 THERMOSTAT 1'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 2'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 1'X2` FLUORESCENT LIGHT FIXTURE CEILING MOUNTED -�- SMOKE /CARBON MONOXIDE DETECTOR ALL FIXTURES SHALL BE PER BUILDERS SPECIFICATIONS. NOTE: PER FDC-- RESIDENTI kL, 5TH ED., 2014 E3902.12- ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION (B) ALL 120 -VOLT, SINGLE PHASE, 15- AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CL DSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH X r Zz ww -4 0 CIRCUIT. SEE CODE FOR Vj U W E4002.14- TAMPER-RESISTAN ` RECEPTACLES NOTE: ALL LIGHTING TO BE IN ALL AREAS SPECIFIED IN E3901.1 ALL 125 -VOLT, 15- AND 20 -AMPERE CFL OR LED HIGH -EFFICACY � � z RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. BULBS PER FBC-ENERGY CONSERVATION R404. LL NOTE SPRAY FOAM IN ATTIC. NOT FORS ORAGE. NOTE: A LIGHT FIXTURE WITH RECEPTACLE OUTLET REPAIR AND MAINTENANCE OF NOT FORMECHANIC'.AL CONTROLLED BY A SWITCH AT THE PASSAGE EQUIPMENT ONLY. ENTRANCE IS REQUIRED. OUICK DISCONNET AT MECHANICAL UNIT 00 r W J Q U 4901 Belfort Rd Suite 140 U) Jacksonville FI 32256 NOTE: ALL OUTLETS TO Phone: 904 262-9898 z BE PLACED HORIZONTAL AND DIRECTLY ON TOP Fax: (904) 262-9861 OF BASEBOARDS (NOT IN) NOTE: ALL LED'S ARE Q MINI'S rr I MINI MINI I MINI MINI INI MINI I - I I W I 1WII SII I II 2' MINI l I I i 90"" LT MAFFF (PREVWIRE FAN II MINI LT (PREWIRE FAN) I TO SWITCH BELOW I ( J II ' MINI MINI II SOFFIT Uj OUTLET ` NOTE: SEE SHEET M2 �\ 3 3 FOR LOCATION OF 'L--�-e--• - r► MECHANICAL UNIT TO SOFFIT L _ MINI _- — — — — — — OUTLET BELOW MINI 3 — MINI MINI MINI _ MINI---_=� MTD AT M; 60" AFF I MINIAF \ / I / \ STRIP LIGHT LI J F -I - I I L_I � 2' LT @ -I MINI — CELLAR LOT 5 1 I 90".AFF Ll— J I I 2' LT @r- " I, I '>- MTD �� r MT UNDER I 90 AFF OCEAN BOULEVARD = KNE SPACE — BEHIND ,. MINI I i VAN. DRAWER ATLANTIC BEACH FL � I i I ' MTC UNDER MINI I / LT L_� COUNTER z - MINI / (IREWIRE FAN) r --JOB* OS012 LT (� I PREWIRE FAN) ) DATE: 10-17-17 Z MINI MINI (O -- MINI MINI DRAWN: DP INI CHKD: 7M1NI ISSUED: LJ ENG JOB#: di ENG DATE: W (� ENG DRN: W REVISED: H �12-7-17 W J Q 2nd LEVEL�LECTRICAL PLAN SC 1/4 - 1 -0 Bora-care DESIGN CRITERIA AND LOADS Building Code STUCCO AND DIRECTLY Florida Building and Residential Codes, 5t" Edition (2014) Code for Design Loads ADHERED STONE ANSI/ASCE 7-10 IS ROOF LOADING. .............. ........... ......... Cd = 1.25 TOP CHORD LIVE LOAD ................ .................. 20 PSF TOP CHORD DEAD LOAD...... _ . .....................7 PSF BOTTOM CHORD LIVE LOAD WALL HEIGHT ATTICS WITH LIMITED STORAGE.. ......... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE .......... ..:......10 PSF a ¢ (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD ......... .........5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-10, 3S GUST . ......:................ ......... 130 MPH BASIC WIND SPEED PRESSURE EXPOSURE CATEGORY ........ .......... ......... D BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION .......... ......... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING ...... ...................... .........Cd = 1.00 TOP CHORD LIVE LOAD ..................... ........40 PSF TOP CHORD DEAD LOAD ...... ......... ........10 PSF BOTTOM CHORD LIVE LOAD .................. 0 PSF BOTTOM CHORD DEAD LOAD....................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING....0a = 1.00 - TOP CHORD LIVE LOAD ..................... .........60PSF FLOOR DECK SHEATHING TOP CHORD DEAD LOAD ................... .........10 PSF BOTTOM CHORD LIVE LOAD ...... ..................... O PSF BOTTOM CHORD DEAD LOAD ........ :.............. . 5 PSF MAXIMUM FLOOR TRUSS SPACING. .....16" O.G. DEFLECTION CRITERIA COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. ROOF TRUSSES ....... ......... ............:..... LL/240 MIN 7/s" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 81 TL/180 NOTE 8 () TL MAX 1" UP TO PANEL EDGES), 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS .......... LL/360 24 TL/240 24 24 TL MAX Y4" WOOD I JOISTS ............. .... ...................... LL/480 TL/240 m p TL MAX Y2" NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1: TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES BLE 2: WOOD STRUCTURAL THIN TA URAL PANEL SHEATHING REQUIREMENTS SHEET INDEX NOTES 3,4 TABLE 7 METAL CONNECTOR SCHEDULE o; O STUCCO AND DIRECTLY MIN 7/e' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8d z ADHERED STONE COMMON: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. 2x4 BLOCKING IS w (NOTE 6) REQUIRED AT UNSUPPORTED PANEL EDGES. WALL HEIGHT w (8) 4" x %" WS15-GC z WALL HEIGHT U "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN MIN 7/5 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8d a ¢ ALL OTHER VENEER COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 2x4 BLOCK114G IS Q p (9) 10d COMMON REQUIRED AT UNSUPPORTED PANEL EDGES. Y2, 0 x 4 Y2" EMBED EPDXY x C7 N PRESSURE SEE FRAMING PLAN BLE 2: WOOD STRUCTURAL THIN TA URAL PANEL SHEATHING REQUIREMENTS SHEET INDEX NOTES 3,4 TABLE 7 METAL CONNECTOR SCHEDULE o; O STUCCO AND DIRECTLY MIN 7/e' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8d z ADHERED STONE COMMON: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. 2x4 BLOCKING IS w (NOTE 6) REQUIRED AT UNSUPPORTED PANEL EDGES. WALL HEIGHT w (8) 4" x %" WS15-GC z WALL HEIGHT U "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN MIN 7/5 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/ 8d a ¢ ALL OTHER VENEER COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 2x4 BLOCK114G IS Q p (9) 10d COMMON REQUIRED AT UNSUPPORTED PANEL EDGES. Y2, 0 x 4 Y2" EMBED EPDXY x C7 N TILE ROOF MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSI ON U zr - (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS. 4 O.C. ATP NEL EDGES AND w p 0 12 FT 8" O.C. IN THE FIELD 2x4 SPF STUD 0 w O O w SHINGLE AND METAL ROOF . MIN 7/e' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH -- 0 CIO=z (NOTE 9 ) LONG DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING -- z 2x4 N0:2 SPF SHANK NAILS: 6"O,C. AT PANEL EDGES, 12" O.C. IN THE FIELD. -- -- FLOOR DECK SHEATHING 23/32 T&G OSB OR PLYWOOD W/ 1 Od COMMON: 6" O.0 AT PANEL EDGES 12„ O.C. IN THE (NOTE 5) FIELD. (7) 1 O x 1 Y2" PORCH CEILING BOARD SHEATHING: MIN 3/e" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d -_ -- COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. -- „SW"DESIGNATED SHEAR WALLS: MIN 7/s" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 81 COMMON: 3" NOTE 8 () O.C. AT PANEL EDGES, 6„ O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), 24 12„ O.C. I (BLOCKED HORIZONTAL . NEL EDGES N FIELD (BLO A ) 24 NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY 32/16 SPAN RATING USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS.' 0.148" x 3" LONG). ) 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS, 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR Od SCREW NAILS ARE RECOMMENDED. 6• 15/32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER PA TECHNICAL BULLETIN 0370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPEC FICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE 7/&' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW 15/32, APA RATED OSB OR EQUAL MAY BE USED TO SLJ PPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL. PANEL EDGES. WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE S 7RUCTURAL MINIMUM CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATION '. TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING _.C.) NOTES 1, 2, 3 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON STUCCO FINISH -0360 USP UFASTENERS FLEXIBLE FINISH -U120 USP BEARING CONDITION WALL SECTION SHEET WALL HEIGHT ST -6 .................... (8) 4" x %" WS15-GC z WALL HEIGHT SECTIONS AND DETAILS (IF APPLICABLE) "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN 1,2,3 & STUD TYPE 1,2,3 WOOD SCREWS IN STUD "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL (9) 10d COMMON Q p (9) 10d COMMON DTT2Z Y2, 0 x 4 Y2" EMBED EPDXY DTB-TZ Y2" 0 x 4Y2' EMBED EPDXY 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT � r 2x4 SPF STUD -- -- -- -- -- -- -- -- -- z 2x4 N0:2 SPF -- -- -- -- -- -- -- - MTW12 (7) 1 O x 1 Y2" O (2)2x4 NO.2 SPF -- -_ -- -- -- -- -- - SYS 42 IN CONCRETE O O 2x6 SPF STUD 24 24 24 24 24 24 24 24 24 24` o: 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. m p 1,2,3 HTT5 " STUD /BEAM/TRUSS 1 2,s HTT4 5 STUD/BEAM/TRUSS MSTA24 9 1 O COMMON O MSTA24 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 2x4 SPF STUD -- -- -- -- -- -- -- -- -- -- 2x4 NO.2 SPF -- -- - -- -- -- - -- -- GROUP Z" 0 x 12" EMBED ANCHOR s Q W (13)10d COMMON EACH END MSTA36 (13) 1Od COMMON EACH END a IN CONCRETE 0 IN CONCRETE 5EACI-I, FL O (38) 16d SINKERS INTO (38) 16d SINKERS INTO u� (11) 10d x1 Y2" IN 01)1Od x1 Y2" IN U- O 22x4NO.2SPF O -- -- -- -- -- -- -- -- -- -- 0 u- 2x6 SPF -STUD 24 24 24 24 24* 24 24 24 24 24* STUD (5) 8d x1 Y2' IN STUD (5) 8d x1 Y2" IN (10) 16d COMMON NAILS 2 LTT20B STUD LTS19 2 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24' 24 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP UFASTENERS SIMPSON SIMPSONSP FASTENERS USP USP FASTENERS WALL SECTION SHEET (8) Y4" x 1 Y2' SDS SCREWS ST -6 .................... (8) 4" x %" WS15-GC z ST -7 :............... SECTIONS AND DETAILS (IF APPLICABLE) "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN 1,2,3 IN STUD 1,2,3 WOOD SCREWS IN STUD "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL (9) 10d COMMON Q p (9) 10d COMMON DTT2Z Y2, 0 x 4 Y2" EMBED EPDXY DTB-TZ Y2" 0 x 4Y2' EMBED EPDXY CS18 ' EACH END OF CS20 EACH END OF EACH WAY OR SCREW ANCHOR OSB OR SCREW ANCHOR � r STRAP WOOD STRUCTURAL PANEL STRAP SYP (18) 0.162" x 2 Y2" IN 8 (18)0.162"x2Y2'IN SPRUCE -PINE -FUR 6' CONT CONTINUOUS 1,2,3 HTT4 STUD/BEAM/TRUSS 1,2, 3 HTT45 STUD/BEAM/TRUSS + MTS12 Y2 (7) 1Od x 1 ' MTW12 (7) 1 O x 1 Y2" (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) V0 x 6" EMBED ANCHOR LVL 5/$ O x 6" EMBED ANCHOR L EACH END 2.OE PARRALLAM PSL ENGINEERED LUMBER, 31/2" WIDE, UNO. EACH END SYS 42 IN CONCRETE z. IN CONCRETE DEPTH OF HEADER 4 NUMBER OF PLIES IN HEADER (13/4" WIDE UNO) w a. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION, INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS O 0 (26) 0.162" x 2 Y2' IN OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS (26) 0.162" x 2 Y2" IN 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. m p 1,2,3 HTT5 " STUD /BEAM/TRUSS 1 2,s HTT4 5 STUD/BEAM/TRUSS MSTA24 9 1 O COMMON O MSTA24 (9) 10d COMMON 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: s/g 0 x 6" EMBED ANCHOR 5/" 0 x 6" EMBED ANCHOR EACH END O W EACH. END IN CONCRETE 8d ` IN CONCRETE COMMON@ 3O.C. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; Z U (20)Y4" x 3" SDS SCREWS (24) 3" WS IN STUD ZJ HDQ8-SDS3 IN STUD GROUP 0 x 12" EMBED ANCHOR PHD8 GROUP Z" 0 x 12" EMBED ANCHOR s MSTA36 (13)10d COMMON EACH END MSTA36 (13) 1Od COMMON EACH END a IN CONCRETE 0 IN CONCRETE 5EACI-I, FL 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH (38) 16d SINKERS INTO (38) 16d SINKERS INTO u� (11) 10d x1 Y2" IN 01)1Od x1 Y2" IN STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER WET EMBED IN 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC SDWC15450 KING STUDIO WET EMBED IN (11) 10d x 1 Y2' IN (11) 10d x 1 Y2" IN z CONCRETE (10) 10d 1 Y2" NAILS IN CONCRETE STUD (5) 8d x1 Y2' IN STUD (5) 8d x1 Y2" IN (10) 16d COMMON NAILS 2 LTT20B STUD LTS19 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS Yz" 0 x6" EMBED EPDXY 1 /z„ O x6" EMBED EPDXY HAS (5) 8d x 1 Y2" IN TOP RT7AT (5) 8d x 1 Y2" IN TOP OR SCREW ANOHOR OR SCREW ANCHOR PLATE (5) 1 Od x1 Y" IN PLATE (5) 1 Od x1 Y2" IN (12) 16d COMMON NAILS 1 12 16d COMMON NAILS ( ) TRUSS TRUSS - ABU44 5 „ /s 0 x 7 EMBED EPDXY PAU44 5 „ „ /$ Ox 7 EMBED EPDXY H8 1 (5) 1Od x 1 /2 IN RT8A 1 „ (5) 10d x 1 /2 IN TOP PLATE TOP PLATE (12) 16d COMMON NAILS (12) 16d COMMON NAILS (9) 1 O x1 Y2" IN (8) 8d x1 Y2" IN ABU66 %8" 0 x 7" EMBED EPDXY PAU661 5/„ 0 x 7" EMBED EPDXY TSP STUD LFTA6 STUD (12 EMBED AT GARAGE (12 EMBED AT GARAGE (6) 10d x 1 Y" IN (8) 8d x 1 Y2 1N DOOR RETURNS) DOOR RETURNS) PLATE (6) 10d COMMON PLATE (6)10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (8) 10d COMMON „ � (8) 1 O x 1 /2 HUC28-2 HD28-21F IN STUD/HEADER STUD/HEADER HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (26) 16d SINKER IN (28)16d SINKER IN HUC410, HEADER HD4101F, HEADER LGT3 WALL FRAMING LUGT3 WALL FRAMING HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (12) SDS Y4" x2 ' IN (12) WS25 Y4" x 2 2" HUC210-2 BEAM HD210-21F BEAM TRUSS IN TRUSS (4) Y4" x 1 Y2" SDS SCREWS (4) Y4" x 1Y2' WS15 SCREWS HGA10KT IN TRUSS/RAFTER (4) Y4' x 3" SDS SCREWS IN HGA10 IN TRUSS/ RAFTER (4) Y4' x 3" WS3 SCREWS IN SDWC14500 SDWC15600 NO USP EQUIVALENT TOP PLATE TOP PLATE TITEN HD DIA. & EMBED SPECIFIED WEDGE DIA. & EMBED SPECIFIED ON PLAN BOLT+ ON PLAN Q STRUCTURAL SPECIFICATIONS .1 ....... I ............ ST -2 ...................... FOUNDATION PLAN ST -3 ................. ...1ST LEVEL STRUCTURAL FRAMING PLAN ST -3A.......: 1ST,LEVEL ROOF FRAMING PLAN w ST -4 ...........:........ 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) MINIMUM BOTTOM PLATE ANCHORAGE IS Y2 `ANCHOR @ 8'-0" O.C. (UNO ON ST -4A .................... 2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) 2 ST -5 ............. ......TYPICAL WALL SECTION SHEET Lu ST -6 .................... SECTIONS AND DETAILS z ST -7 :............... SECTIONS AND DETAILS (IF APPLICABLE) "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN LEGEND 0.148" STRUCTURAL WOOD BEAM OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL MS TYPE OF STRAP CONNECTING HEADER TO JACK STUD Q p ALTERNATIVE FOR THE APPLICATION SHOWN 3%2' UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD o� EW EACH WAY DESIGNATION OSB ORIENTED STRAND BOARD � r WSP WOOD STRUCTURAL PANEL OR SYP SOUTHERN YELLOW PINE 8 SPF SPRUCE -PINE -FUR 6' CONT CONTINUOUS �y O.C. ON CENTER N LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. M U to (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) � LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE L PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER, 31/2" WIDE, UNO. -� J SYS 42 PROPERLY RATED OPEN WEB HEADER z. DEPTH OF HEADER 4 NUMBER OF PLIES IN HEADER (13/4" WIDE UNO) w a. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION, INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS O 0 -_ OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Y U 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Q D W X z O Q W I -- Z r CL INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. N w Lj- 2 STUDS MINIMUM BOTTOM PLATE ANCHORAGE IS Y2 `ANCHOR @ 8'-0" O.C. (UNO ON z z 2 ANCHOR FRAMING PLAN OR SW SPECIFICATIONS) Lu CD COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. z 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. DESIGNATION "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN r - 0.148" STRUCTURAL WOOD BEAM 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH 1 MS TYPE OF STRAP CONNECTING HEADER TO JACK STUD Q p 0.162" 3%2' 4901 $effort Rd Suite 140 00 FOUNDATION KEYNOTE CALLOUT p 8 Jacksonville FI 32256 � � Ory DESIGNATION Y_ Phone: (904) 262-9898 SEE FLOOR PLAN SEE FLOOR PLAN • 1ST STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH OF Fax: (904) 262-9861 BASE ANCHORS, CS18, AND MSTA FLAT STRAPS: STUD COLUMN KEYNOTE CALLOUT z MAY BE DISREGARDED. W E AND RAFTERS T TOP PLATES WITH 3 TOE AILS. FASTEN ALL TRUSSES E S O O O8d N NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS: o GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. J 5 CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS UDS U to NUM ER OF HOLODOVI/NS/STRAPS AT BASE OF KING/JACK GROUP B Q TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION w 2 2 STUDS w z z 2 ANCHOR U w TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE m NOTES: BOTTOM OF STUD COLUMN CONNECTION w ED OTHERWISE ON LL END ZONES TO BE END ZONE LOCATIONS. N UMBER 101-200 ftz • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN z z VINYL SOFFIT MAX PRESSURE (psf) +29.3 -39:3 • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL U w NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD CD COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. z 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. DESIGNATION "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN z w 0.148" 3%4' 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH 1 MS TYPE OF STRAP CONNECTING HEADER TO JACK STUD NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE m NOTES: +26.2 -28.7 +26.2 -33.0 w ED OTHERWISE ON LL END ZONES TO BE END ZONE LOCATIONS. N UMBER 101-200 ftz 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON Y2'x12" TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT z VINYL SOFFIT MAX PRESSURE (psf) +29.3 -39:3 GARAGE DOOR BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY TEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD CD END ZONE 3" 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. DESIGNATION 3" z w 0.148" 3%4' 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH 1 MS TYPE OF STRAP CONNECTING HEADER TO JACK STUD Q p 0.162" 3%2' EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. WITH THE TRUSS SHOP DRAWINGS 2ND FLOOR 4.0 FT (TYP) 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. DTT2Z KIN�fJACK GROUP BOTTOM CONNECTION Ory DESIGNATION p 5. POSITIVE PLACEMENT GUN N AILS 21 " LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST ' IL SEE FLOOR PLAN SEE FLOOR PLAN • 1ST STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH OF Uj BASE ANCHORS, CS18, AND MSTA FLAT STRAPS: • 2ND LEVEL STUD COLUMN: STRAPPING RE`LEVEL Q UIRED FROM 2ND LEVEL STUD MAY BE DISREGARDED. SIDE OPENINGC) E AND RAFTERS T TOP PLATES WITH 3 TOE AILS. FASTEN ALL TRUSSES E S O O O8d N TABLE 8: S P EaC I FIED SW WALLS GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. H 5 CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. NUMBER OF JACK STUDS EACH SIDE OF OPENING L�t--HEAIJER U NUM ER OF HOLODOVI/NS/STRAPS AT BASE OF KING/JACK GROUP B 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL NOTES: NOTES 1, 2, 3, 4 O WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ- Interior Zone (psf) EZ - End Zone (psf) 0 - 20 fe +29.32 -31.8 +29.32 -39.3 21 - 50 f12 +27.9 -30.39 +27.9 -36.4 51-100 ftz +26.2 -28.7 +26.2 -33.0 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NO PLAN. 2. IF STUD SPACINGIS NOTLISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (*) STUD SPACING -IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN W DOUBLED," ASTEN=-,STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4' 4. ALL NON-BEARING WALLS MAY BE FRAMED W/ 2x STUDS AT MAX 24" O.C.. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS NOTES 1,2, 3, 4 PRESSURE TREATED ED OTHERWISE ON LL END ZONES TO BE END ZONE LOCATIONS. N UMBER 101-200 ftz +24.9 -27.4 -30.4 8d RINGSHANK 0.113" VINYL SOFFIT MAX PRESSURE (psf) +29.3 -39:3 GARAGE DOOR 0.148" END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) r DIAMETER LENGTH J 0.131" 2-Y2' 8d RINGSHANK 0.113" 2-3/8" 1 O x 1%2' 0.148" 1 ST F' 0 FT 4.0 (0 FT END ZONE 3" 10d COMMON DESIGNATION 3" 12d COMMON 0.148" 3%4' 16d SINKER 0.148" 3%4' 16d COMMON 0.162" 3%2' (2) 2x4 WITH THE TRUSS SHOP DRAWINGS 2ND FLOOR 4.0 FT (TYP) END ZONE GREATER THAN 75" UP TO 111" Cnz DESIGNATION NOTES. PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2-Y2' 8d RINGSHANK 0.113" 2-3/8" 1 O x 1%2' 0.148" 1%2' 10d 0:131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3%4' 16d SINKER 0.148" 3%4' 16d COMMON 0.162" 3%2' NOTES. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS 'CO INECTORS AND - SW3 FASTENERS REQUIRED. (3) MSTA36/CS18 SW4 CONNECTORS OUST HAVE ALL OTHER PT Z -MAX, G120 01 Z TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. JfnLL_ GREATER THAN 111" ALL FASTENERS MUST BE HOT DEREK B. MURRAY, P.E. ' DIPPED GALVA 41ZED. 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W1 SODIUM BORATE TREATIVENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS 2,500 PSI AT28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). SW TYPE 1ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS18 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ( _ „ OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH. A 24 LAP. 24 LONG #4 BAR ISR _COMMENDED TO BE U #- INSTALLED AT ALL REENTRANT CORNERS. NOTES: 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING JOB 06012 REQUIREDF T I ES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE NO CONNECTIONOR OPENINGS 39 OR LESS, AT WSP HEADER, AT FIRST 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH O 2 NCH (_ _ , R WHEN :2N L . � D,47E.1� li 2�1�' cn RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY NOTED ON THE PLAN OR IF FLOOR HEADERS A D LEVEL FLOOR SYSTEM IS ABOVE. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURERS BUILDING'S MAIN WIND FORCE S ;. ri „ Q • TE TO HDR IN/ SDWC15600' n ENDATIONS. Y T SYNTHETIC FIBERS SHA H ASTM 1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1, SW2 SW3 SW4, OR SWB ON THE PLAN, TOP PLA @MAX 32 O.C. ASSHOWN, RECOMMENDATIONS. S N H E LL COMPLY WIT ST C1�iz�4U.JN, j�j� L HEA WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. "ALTERNATE SECTION (HEADERS), ST -5 CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2 ALL SW SHEAR L ( ) Z Y „ I TI 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT • SPH w/ 12 10d x 1 %. 16 O.C: OR7. CNK 6. MASONRY STEMWALL AND;MONOLITH C FOOTING ARE INTERCHANGEABLE ( ) � @ � Q . • 1, „ EARTH AND EARTH' FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 sf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN DSP w/' 14 10d x 1 f2� 16 O.C. OR WITH FRC 5TH EDITION 2014 TABLE R401:4.1 AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT 4. SWB -SEE SWB-SPECIAL SHEAR WALL DETAIL",LOCATED ON THE DETAIL SHEET.. • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS ACCORDANCEO ( ) „ �,� u - 1 x 1-1/2 P Q FILL I 12 LIFT O AT T 95 /o OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNERS OR CONTRACTORS 5. 2ND LEVEL SW SHEAR WALLS END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING, w/ (14) , Od (O EQUAL APPROVED EOR). THE L N ST EAS ENCS JOB#: F'Vi5�i5 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. a HOLD DOWN WITH FULL -HEIGHT 1" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. � z H INT ILP POLYETHYLENE VAPOR RETARDER WITH JOINTS 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 M O • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITH HOLD TABLE 9. p LANK4.ORIENTED HEADERNCD T • 1ZiQ_Z01- LAPPED 6"A D SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. Q W T TERMITES. S WITH A COMMON CORNER REQUIRE 1 MOLDDOWN WHICH IS TO BE LARGEST OF THE TWO HOEDOWNS SPECIFIED UNO. SUBTERRANEANE W' HEA WALL Q 6. DESIGNATED S S R . STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 9 7. SEE. WALL SECTION SHEET FOR RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE P CEMENT. CONTACT EOR T FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE :NOT REQUIRED WHEN WWF OR FIBERMESH ARE 1NCLU ED WITH CONCRETE WORK. FRAMING NOTES 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN :ALL DRILLED AND. EPDXIED ANCHOR ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN APPLICATIONS. ANCHOR BOLT THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO ALONE, CONTACT THE ENGINEER OF RECORD. THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY -s' TO 8' GREATER THAN SPECIFIED TRUSS I -JOISTS S S ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE MOLE IN THE CONCRETE AND WOOD BOTTOM PLATEN PRE-ENGINEERED ES & T MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. BE DESIGNED UNDER THE ON THE ARCHITECTURAL. PLANS SHALL D TO ACHIEVE THE ROOF PLANES DEPICTED 1, ROOF OR FLOOR TRUSSES FABRICATEDN F N . ALLWATERPROOFINGAND 2. ALL LUMBER SPECIFIED ON DRAWINGS ISINTE DED OR DRY USE ONLY, U O SUPERVISION OFA REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DEE IGN CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. CONTRACTOR AN ALL BE LEFT IN PLACE AFTER ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CO CTOR D S 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS (2) 2x10 - 1 / 2 HEADER FRAMING KEYNOTE CALLOUT NUMBER OF KING STUDS EACH SIDE OF OPENING CONTINUOUS ROUGH FINISH -U360 FINISH -0180 OPENING WIDTH MAXIMUM 11' MAXIMUM 91' (NOTES 1,2) PLATE HEIGHT PLATE HEIGHT 0 GREATER THAN 48" UP TO 75" Uj (2) 2x4 p GREATER THAN 75" UP TO 111" NUMBER OF JACK STUDS EACH SIDE OF OPENING p 0 JfnLL_ GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN DEREK B. MURRAY, P.E. ' SIZE OF HEADER (ALL HEADERS TO BE N0.2 SYP) OR WSP 0 (2) 2x4 WITH THE TRUSS SHOP DRAWINGS (3) NUMBER OF PLIES IN HEADER Q GREATER THAN 75" UP TO 111" Cnz (2) 2x6 p �,j SEE FLOOR PLAN SEE FLOOR PLAN .FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH OF W ryO RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. SIDE OPENINGC) E AND RAFTERS T TOP PLATES WITH 3 TOE AILS. FASTEN ALL TRUSSES E S O O O8d N PLANK -ORIENTED HEADER REQUIREMENT. 5 CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. NUMBER OF JACK STUDS EACH SIDE OF OPENING L�t--HEAIJER U - GIRDERS AND E TO AVE SOLI STUD GROUP BELOW MATCHING GIRDER OR ALL MULTI PLY TRUSS I RS BAMS H D 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL 6. MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) )ESIGNED AND SUBMITTED TO THE THIS SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. FRAMING. METAL CONNECTOR ENGINEERING q CONNECTORN DEPTH OF HEADER 4 NUMBER OF PLIES IN HEADER (13/4" WIDE UNO) w a. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION, HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. m p STAGGERED. wz ,, ora care 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: 3: • SHEATHING TO MATPH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. • ATTACH TO ALL FRAMING MEMBERS'` KING STUD TOP PLATE HEADER SILL CRIPPLES ETC. W/ O W 8d ` COMMON@ 3O.C. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; Z U CELLAR, LOT r✓' SHEATHING MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE ZJ • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END OCEAN SOUL V,4RD • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL E_ WALL SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPEN LNG 0 ATLANTIC 5EACI-I, FL 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. u� 4. FASTEN ALL HEADERS TO KING STUDS WITH (3) 8d TOE NAILS. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. O 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC SDWC15450 KING STUDIO JO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING NO CONNECTION REQUIRED FOR z 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ( _ „ OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH. A 24 LAP. 24 LONG #4 BAR ISR _COMMENDED TO BE U #- INSTALLED AT ALL REENTRANT CORNERS. NOTES: 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING JOB 06012 REQUIREDF T I ES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE NO CONNECTIONOR OPENINGS 39 OR LESS, AT WSP HEADER, AT FIRST 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH O 2 NCH (_ _ , R WHEN :2N L . � D,47E.1� li 2�1�' cn RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY NOTED ON THE PLAN OR IF FLOOR HEADERS A D LEVEL FLOOR SYSTEM IS ABOVE. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURERS BUILDING'S MAIN WIND FORCE S ;. ri „ Q • TE TO HDR IN/ SDWC15600' n ENDATIONS. Y T SYNTHETIC FIBERS SHA H ASTM 1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1, SW2 SW3 SW4, OR SWB ON THE PLAN, TOP PLA @MAX 32 O.C. ASSHOWN, RECOMMENDATIONS. S N H E LL COMPLY WIT ST C1�iz�4U.JN, j�j� L HEA WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. "ALTERNATE SECTION (HEADERS), ST -5 CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2 ALL SW SHEAR L ( ) Z Y „ I TI 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT • SPH w/ 12 10d x 1 %. 16 O.C: OR7. CNK 6. MASONRY STEMWALL AND;MONOLITH C FOOTING ARE INTERCHANGEABLE ( ) � @ � Q . • 1, „ EARTH AND EARTH' FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 sf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN DSP w/' 14 10d x 1 f2� 16 O.C. OR WITH FRC 5TH EDITION 2014 TABLE R401:4.1 AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT 4. SWB -SEE SWB-SPECIAL SHEAR WALL DETAIL",LOCATED ON THE DETAIL SHEET.. • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS ACCORDANCEO ( ) „ �,� u - 1 x 1-1/2 P Q FILL I 12 LIFT O AT T 95 /o OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNERS OR CONTRACTORS 5. 2ND LEVEL SW SHEAR WALLS END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING, w/ (14) , Od (O EQUAL APPROVED EOR). THE L N ST EAS ENCS JOB#: F'Vi5�i5 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. a HOLD DOWN WITH FULL -HEIGHT 1" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. � z H INT ILP POLYETHYLENE VAPOR RETARDER WITH JOINTS 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 M O • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITH HOLD TABLE 9. p LANK4.ORIENTED HEADERNCD T • 1ZiQ_Z01- LAPPED 6"A D SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. Q W T TERMITES. S WITH A COMMON CORNER REQUIRE 1 MOLDDOWN WHICH IS TO BE LARGEST OF THE TWO HOEDOWNS SPECIFIED UNO. SUBTERRANEANE W' HEA WALL Q 6. DESIGNATED S S R . STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 9 7. SEE. WALL SECTION SHEET FOR RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE P CEMENT. CONTACT EOR T FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE :NOT REQUIRED WHEN WWF OR FIBERMESH ARE 1NCLU ED WITH CONCRETE WORK. FRAMING NOTES 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN :ALL DRILLED AND. EPDXIED ANCHOR ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN APPLICATIONS. ANCHOR BOLT THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO ALONE, CONTACT THE ENGINEER OF RECORD. THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY -s' TO 8' GREATER THAN SPECIFIED TRUSS I -JOISTS S S ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE MOLE IN THE CONCRETE AND WOOD BOTTOM PLATEN PRE-ENGINEERED ES & T MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. BE DESIGNED UNDER THE ON THE ARCHITECTURAL. PLANS SHALL D TO ACHIEVE THE ROOF PLANES DEPICTED 1, ROOF OR FLOOR TRUSSES FABRICATEDN F N . ALLWATERPROOFINGAND 2. ALL LUMBER SPECIFIED ON DRAWINGS ISINTE DED OR DRY USE ONLY, U O SUPERVISION OFA REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DEE IGN CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. CONTRACTOR AN ALL BE LEFT IN PLACE AFTER ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CO CTOR D S 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS � N N: CC -t/ C� U i� C D C/) TRUCTURAL E INEERING W �. V•E.• • �® W Q ISI 71 5 U . - Cf) ® F- TA ®' O O 7 2. STUCCO FLEXIBLE CONTINUOUS ROUGH FINISH -U360 FINISH -0180 OPENING WIDTH MAXIMUM 11' MAXIMUM 91' (NOTES 1,2) PLATE HEIGHT PLATE HEIGHT 5, GREATER THAN 48" UP TO 75" (3) 2x4 (2) 2x4 p GREATER THAN 75" UP TO 111" (2) 2x6* (2) 2x6* z GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN DEREK B. MURRAY, P.E. ' GREATER THAN 48" UP TO 75" G 2x4 (2) 2x4 WITH THE TRUSS SHOP DRAWINGS (3) (NOT REQUIRED BELOW 2ND LEVEL HEADER JACK/KING STUD GROUPS) 0 GREATER THAN 75" UP TO 111" (3) 2x6* (2) 2x6 p GREATER THAN 111„ SEE FLOOR PLAN SEE FLOOR PLAN � N N: CC -t/ C� U i� C D C/) TRUCTURAL E INEERING W �. V•E.• • �® W Q ISI 71 5 U . - Cf) ® F- TA ®' O O 7 2. CONSTRUCTION IS COMPLETE. TRUSSES OR I JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING,. BEAR NG LOCATION AND NAMING 4. LISTED IN FLORIDA BUILDING CODE TABLE 2304.9.1. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED $Y TRUSS MANUFACTURER. 1. PLANK HDR TO STUD GROUP W/ MIN 6 10d TOE -NAILS, EACH END: O '1 I A O .CONVENTION OF THE LAYOUT SHOWN HERE. 5, _ „ FASTEN ALL MULTI PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 1Od @ 8 O.C. STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS "r4�� 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEALPPER U LEVEL MULTI -PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. SEPARATE OPENINGS. DEREK B. MURRAY, P.E. ' 0 WITH THE TRUSS SHOP DRAWINGS (NOT REQUIRED BELOW 2ND LEVEL HEADER JACK/KING STUD GROUPS) 3.FOR OPENING WIDTHS LESS THAN 4', SINGLE 2x_ PLATE IS SUFFICIENT. ' ` P.E. N o. 7 1 457 12-07-2017 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT 6. .FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 4. FOR PLAT E.HEIGHTS ABOVE 11 SEE FLOOR PLAN FOR B 0 RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 7. E AND RAFTERS T TOP PLATES WITH 3 TOE AILS. FASTEN ALL TRUSSES E S O O O8d N PLANK -ORIENTED HEADER REQUIREMENT. 5 CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 8. - GIRDERS AND E TO AVE SOLI STUD GROUP BELOW MATCHING GIRDER OR ALL MULTI PLY TRUSS I RS BAMS H D 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL 6. - PLA ALL BE I JOISTS FABRICATED TO ACHIEVE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL NS SH SEE DESIGN CRITERIA, )ESIGNED AND SUBMITTED TO THE THIS SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. FRAMING. METAL CONNECTOR ENGINEERING q CONNECTORN ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION, ,, ora care I \ OR FIBER MESH x 4xW1. AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF / / / / / / / / / / / / 8 CMU CHAIR BLOCK W/ WWF OR FIBERMESH Z ° - MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S VAPOR BARRIER/ ° ° �/ 12 MIN.`/ /\/\/\/\� �\ \ �\ `12" MINS \\ \\ \\ TOP OF STAB (1) #5 CONT. ti w EI W CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. \ \ z w -' .� - a - i FINISH 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL ISNOT VAPOR BARRIER �/\ r /\ //�// ;//i/f\ , O GRADE SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL \/ •„ U O \� \ \ \ \\ \\ \\ \\ \/ FOUNDATION WORK MAYBE REQUIRED. FOOTING TO BEAR ON \ / �\ / //�/ ///\/\/�/\/�/\/ I /\/, 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN 6 OPT. EXTENSION IN BRICK \/\ U ��\//\//.�// �/ // // // // //� �/ / PT EXTENSION I N IN BRICK /\ 6 O EXE S O C \ \ \ \ \\ \\ \\ \ \ \ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN VAPOR BARRIER /\\/ /\/\ �, /� \�\/\\ \ LOCATIONS ON FN )PLAN/\/ //\/� \/ PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. 12 UNDER 1 STORY WALL 12" UNDER 1 STORY WALL #4 OR #5 VERT REINFORCING ADDITIONAL NO. 4 OR NO. 5 \ I \ \ UP TO 3 COURSES: 72" O.C. \ \/\/\/ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. WITH (2)#4 OR (2)#5 CONT WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 )R NO. 5 #4 OR #5 VERT REINFORCING /\/\/ \ \L\\ „ BAR IN BRICK LEDGE BAR IN BRICK LEDGE UP TO 3 COURSES: 72" O.C. \//\/ //\//\� 4 TO 5 COURSES: 48" O.C. / ° - ° n 5. 24 LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 16" UNDER 2 STORY WALL 16" UNDER 2 STORY WALL 4 TO 5 COURSES: 48" O.C. T//\\/ /\\/1\// . p I i CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. o WITH (3)#4 OR (2)#5 CONT WITH (3)#4 OR (2)#5 CONT\/ I \/ �� • • ° %�/ ° a ----- 61 - FOUNDATION KEYNOTES: i/ •° \/ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1 MONOLITHIC FOOTLNG SECTION GARAGE EXT WALL CURB SECTION \� \ FOOTING TO BEAR olv FIRM 1 IF GROUND ADJACENT TO FTG SLOPES DOWN- 5 IF GROUND ADJACENT TO FTG SLOPES DOWN \/ %\/ / /\ \ UNDISTURBED SOIL ADDITIONAL OR #5 AND AWAY FROM STRUCTURE STEEPER THAN AND AWAY FROM STRUCTURE STEEPER THAN \'/� / / \� ADDITIONAL #4 OR #5 IN IN BRICK LEDGE 8"x8" DEEP THICKENED EDGE 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, FOOTING TO BEAR ON FIRM 10 //�\ /\ BRICK LEDGE A W/ (1)#4 CONT. 1 0 VERTICALLY PER 3 0 HORIZONTALLY, UNDISTURBED SOIL VERT REINFORCEMENT TO N CONTRACTOR HAS TWO CHOICES. 4 OPT BRICK LEDGE CONTRACTOR HAS TWO CHOICES: HAVE 6" BEND @BOTTOM M' 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 4" OPT BRICK LEDGE NOTED ON FND PLAN 12" DEEP FTG W/ #4 12 EW uJ OF EOR TO PREVENT EROSION OF SOIL. VERTICAL REINFORCEMENT. B @ OF EOR TO PREVENT EROSION OF SOILNOTED ON FND PLAN CAST -IN-PLACE FOOTING SPECS UNDER BOX COLUMN, FTG TO BE - U 2: USE STEMWALL FOOTING TO HAVE 6 BEND AT BOTTOM 2. USE STEMWALL FOOTING 1 STORY: 8" x 16" W/(2) #4 OR (2}#5 CONT PROJECTED MIN 6 AS SHOWN _j CAST -IN-PLACE FOOTING SPECS 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 #4 OR 2 #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF 1 -STORY: 8" x 16" W/(2) #4 OR (2#5 CONT 16 SQx12 `DEEP FTG W/ O O O OR FIBERMESH 4" CON 2 -STORY: x 20" W/(3) #4 OR (2))#5 CONT Q (3)#4 EW U CRETE SLAB wi CMU STEMWALL SECTION Q 6x6 W1 4 x W1 4 WWF z O 0 z a QL -------- --- -- a-- - d-=- -=---- 24"SQx20" DEEP FTG W/ cl U_ - -- . a a OR FIBERMESH 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 3 #4 EW o — o A.F.F. CMU STEMWALL SECTION ZD� O \\ \r\\/\ c� FILLING BEHINDA STEM WALL, PARTICULARLY WHEN IT IS OVER 4 w \//------------- 2 COURSES HIGH. SHOULD THIS CONDITION EXIT RECOMMENDATIONS \/\ a / Q ° ° n VARIES 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK `S 30"SQx20" DEEP FTG W/ \� \ • ° PARTICULARLY WHEN I OVER 4 MAY BE OBTAINED FROM THE ENGINEER OF RECORD: a °----- a _ °-- FILLING BEHIND A STEM WALL, ULA EN IT S O E (4)#4 EW 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY: COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 4901 Belfort Rd Suite 140 / - VAPOR BARRIER /\ 4 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. D 16" \//% //\//\ 1 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 36 SQx20 DEEP FTG W/ 0Jacksonville FI 322.56 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q (4)#4 EW Y m Phone. (904) 262-9898 48"SQx24" DEEP FTG W/ a Fax: (904)262-9861 3BEARING WALL FOOTING SECTION VAPOR Q (5)#4 EW, T&B o J 12" UNDER 1 STORY WALL BARRIER WITH (2)#4 OR (2)#5 CONT as Ln 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 4" CONCRETE SLAB W/ 6x6 W1.4x W1.4 WWF OR BEARING CURB STEP SECTION FIBERMESH 6 0'-0" A. F. F. MCI 75.0 -o- --- a -1 VARIES 10'-6" 8" MIN 53'-6" 8"x8" THICKENED $ FTG AT STEP-DOWN, SEE PLAN VAPOR BARRIER v O z LU z m w w Z 0 z LU F — — — — 8 0 9, 4„ 4, o,, RE-ENTRANT CORNER DETAIL o 4 A I _ CURB STEP SECTION � 1 (RECOMMENDED) W 0 4 H$ HB _ _ HB PLAN VIEW, DETAIL TYPICAL @ ALL — — — — — — — I RE-ENTRANT CORNERS --- — — --- - — -- F— — ------ — - -- ---I F------1 (— --� — — � � W -- IF joe Cl)22'-6.. T -T' T-8 1 /2" I 2'-2" 3'-6.. I 18'-0" uJ D (3) TOTAL I I I I I I r I UNDER DOOR SLP WE 1 ZI o Oa O (MIN) o I w 1 m -0'-0" 1 o Ll.l o z U N z SLP 1w _ m1 L-_ I w wI Mw v _ MI w m I, N "`-i x Of f w ( ) cD 10 p 1 -—- I NOTE: SAW q I w I— i 1 CUT C.J.'S I o IA I I I I I I�9 zom SEE SHEET S5 FOR I sLP J [) I z 1 I 1 1 —� � NOTE 3 BOTTOM PLATE I 1 16 J O I- w I ANCHORAGE OPTIO qS - - - I -----"----- CLL,4R LOTS OPT -L - _ O I- ---- --_-� I SLE) F OCEAN 5OULEVARD co `_? _ I ATLANTIC BEAC: -1, EL 3 3 1 �, co F I " u' -0'-4" D �` ua 21-6 zo 34 7-2 12-41/2 6-2 (MIN) I 4 C9 O TOTAL 1 0 1 0 I _ _ 1 I I- -1 �- -i -1 1 ----- I- J 1 I_ I N ► I L - - - W JOB#: 05012 I I �� I I � r _ - _ „ I L_ D,4TE.10-17-2011 W I 10'-6" 12'-6" 2 3 10-21/2 3 6-91/2" 1 18 9 6'-6" T-6" x. a ------------ - -- I I 4 I �� -f 1 I -------- I z I IN L- I I I I I N C�1KD: -- Iw -�= I zo I I 1 I w I 1 -"' I I I I A I u ISSUED= I �� I ,r-`1 - 1, I 6 , N� J0 *- V Q �SLP — 1Q i� ri �i � � I �� i --_ -51/ " 6 � 3 I � E B � i5`i5 � — I i�- -- �I _ ___� I I 1 ENC:c D,4TE.12-0-1-2017 L> I co i __J � i �--� ,�I� �, jX I I i _ _ I I 01 011 OPT I` ENCa D1<'N: CCS/SD 4 LU Mh-01-011_ — L— Cid -o -o-1 I I I I MIN I 1' I -1 ST UC RAL T GINEERIN I U G W ri REMISED. TOP OF CURB 19 1 PROVIDE I c I 3 N �' PVC CONDUIT I I I i I I N I 4' 3 N 3'-4" I SLP NOTE 3 TO ISLAND r I I 1, ®• W I I 1 A R I I I I D oe � I r�� PRE -PLUMB I S EQ I �, E 1 I I I I `° : J I I ° ca 1A 7 � Q L FOR SINK 7 W/ DRAIN I- -� — — --r— ----------1 ___ -- — ----I L-- - - - - —J �� .°. r-------- - --------1------- -1P� Cn a • -zo 4 co 01. 9'-6" co 22'-5" 34'-7" z 011 r tit 10'-6" 57-0" T-6" .DEREK B. MURRAY, P.E. Q P.E. No. 71457 76-0" 12-07-2017 FOUNDATION PLAN 1/411— 11 011 METAL CONNECTOR ENGINEERING Bora,,canl 4" CONCRETE SLAB W/ 6 6x6 W1.4 x W1.4 WWF OR 4,, CONCRETE SLAB NO 4 OR NO 5 @ 18"O.C. FIBERMESH W/ 6x6 W1.4 x W1.4 W/9"BEND @BOTTOM GENERAL FOUNDATION NOTES WWF OR FIBERMESHU-0" ° VARIES 8" MIN a 28" MAX - _ - a _ a _ 4� -. a 8" MIN 28 MAX 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF A, F. F. (BEYOND) _ �� �r 4 FLOATING CONCRETE cv SLAB W/ 6 6 W14 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE _ A MINIMUM BEARING CAPACITY OF 2 000' sf IN ACCORDANCE WITH FRC 5TH U BLOCK W/ p (1) #5 CONT EDITION (2014} TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL I \ OR FIBER MESH x 4xW1. AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF / / / / / / / / / / / / 8 CMU CHAIR BLOCK W/ WWF OR FIBERMESH Z ° - MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S VAPOR BARRIER/ ° ° �/ 12 MIN.`/ /\/\/\/\� �\ \ �\ `12" MINS \\ \\ \\ TOP OF STAB (1) #5 CONT. ti w EI W CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. \ \ z w -' .� - a - i FINISH 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL ISNOT VAPOR BARRIER �/\ r /\ //�// ;//i/f\ , O GRADE SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL \/ •„ U O \� \ \ \ \\ \\ \\ \\ \/ FOUNDATION WORK MAYBE REQUIRED. FOOTING TO BEAR ON \ / �\ / //�/ ///\/\/�/\/�/\/ I /\/, 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN 6 OPT. EXTENSION IN BRICK \/\ U ��\//\//.�// �/ // // // // //� �/ / PT EXTENSION I N IN BRICK /\ 6 O EXE S O C \ \ \ \ \\ \\ \\ \ \ \ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN VAPOR BARRIER /\\/ /\/\ �, /� \�\/\\ \ LOCATIONS ON FN )PLAN/\/ //\/� \/ PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. 12 UNDER 1 STORY WALL 12" UNDER 1 STORY WALL #4 OR #5 VERT REINFORCING ADDITIONAL NO. 4 OR NO. 5 \ I \ \ UP TO 3 COURSES: 72" O.C. \ \/\/\/ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. WITH (2)#4 OR (2)#5 CONT WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 )R NO. 5 #4 OR #5 VERT REINFORCING /\/\/ \ \L\\ „ BAR IN BRICK LEDGE BAR IN BRICK LEDGE UP TO 3 COURSES: 72" O.C. \//\/ //\//\� 4 TO 5 COURSES: 48" O.C. / ° - ° n 5. 24 LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 16" UNDER 2 STORY WALL 16" UNDER 2 STORY WALL 4 TO 5 COURSES: 48" O.C. T//\\/ /\\/1\// . p I i CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. o WITH (3)#4 OR (2)#5 CONT WITH (3)#4 OR (2)#5 CONT\/ I \/ �� • • ° %�/ ° a ----- 61 - FOUNDATION KEYNOTES: i/ •° \/ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1 MONOLITHIC FOOTLNG SECTION GARAGE EXT WALL CURB SECTION \� \ FOOTING TO BEAR olv FIRM 1 IF GROUND ADJACENT TO FTG SLOPES DOWN- 5 IF GROUND ADJACENT TO FTG SLOPES DOWN \/ %\/ / /\ \ UNDISTURBED SOIL ADDITIONAL OR #5 AND AWAY FROM STRUCTURE STEEPER THAN AND AWAY FROM STRUCTURE STEEPER THAN \'/� / / \� ADDITIONAL #4 OR #5 IN IN BRICK LEDGE 8"x8" DEEP THICKENED EDGE 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, FOOTING TO BEAR ON FIRM 10 //�\ /\ BRICK LEDGE A W/ (1)#4 CONT. 1 0 VERTICALLY PER 3 0 HORIZONTALLY, UNDISTURBED SOIL VERT REINFORCEMENT TO N CONTRACTOR HAS TWO CHOICES. 4 OPT BRICK LEDGE CONTRACTOR HAS TWO CHOICES: HAVE 6" BEND @BOTTOM M' 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 4" OPT BRICK LEDGE NOTED ON FND PLAN 12" DEEP FTG W/ #4 12 EW uJ OF EOR TO PREVENT EROSION OF SOIL. VERTICAL REINFORCEMENT. B @ OF EOR TO PREVENT EROSION OF SOILNOTED ON FND PLAN CAST -IN-PLACE FOOTING SPECS UNDER BOX COLUMN, FTG TO BE - U 2: USE STEMWALL FOOTING TO HAVE 6 BEND AT BOTTOM 2. USE STEMWALL FOOTING 1 STORY: 8" x 16" W/(2) #4 OR (2}#5 CONT PROJECTED MIN 6 AS SHOWN _j CAST -IN-PLACE FOOTING SPECS 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 #4 OR 2 #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF 1 -STORY: 8" x 16" W/(2) #4 OR (2#5 CONT 16 SQx12 `DEEP FTG W/ O O O OR FIBERMESH 4" CON 2 -STORY: x 20" W/(3) #4 OR (2))#5 CONT Q (3)#4 EW U CRETE SLAB wi CMU STEMWALL SECTION Q 6x6 W1 4 x W1 4 WWF z O 0 z a QL -------- --- -- a-- - d-=- -=---- 24"SQx20" DEEP FTG W/ cl U_ - -- . a a OR FIBERMESH 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 3 #4 EW o — o A.F.F. CMU STEMWALL SECTION ZD� O \\ \r\\/\ c� FILLING BEHINDA STEM WALL, PARTICULARLY WHEN IT IS OVER 4 w \//------------- 2 COURSES HIGH. SHOULD THIS CONDITION EXIT RECOMMENDATIONS \/\ a / Q ° ° n VARIES 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK `S 30"SQx20" DEEP FTG W/ \� \ • ° PARTICULARLY WHEN I OVER 4 MAY BE OBTAINED FROM THE ENGINEER OF RECORD: a °----- a _ °-- FILLING BEHIND A STEM WALL, ULA EN IT S O E (4)#4 EW 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY: COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 4901 Belfort Rd Suite 140 / - VAPOR BARRIER /\ 4 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. D 16" \//% //\//\ 1 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 36 SQx20 DEEP FTG W/ 0Jacksonville FI 322.56 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q (4)#4 EW Y m Phone. (904) 262-9898 48"SQx24" DEEP FTG W/ a Fax: (904)262-9861 3BEARING WALL FOOTING SECTION VAPOR Q (5)#4 EW, T&B o J 12" UNDER 1 STORY WALL BARRIER WITH (2)#4 OR (2)#5 CONT as Ln 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 4" CONCRETE SLAB W/ 6x6 W1.4x W1.4 WWF OR BEARING CURB STEP SECTION FIBERMESH 6 0'-0" A. F. F. MCI 75.0 -o- --- a -1 VARIES 10'-6" 8" MIN 53'-6" 8"x8" THICKENED $ FTG AT STEP-DOWN, SEE PLAN VAPOR BARRIER v O z LU z m w w Z 0 z LU F — — — — 8 0 9, 4„ 4, o,, RE-ENTRANT CORNER DETAIL o 4 A I _ CURB STEP SECTION � 1 (RECOMMENDED) W 0 4 H$ HB _ _ HB PLAN VIEW, DETAIL TYPICAL @ ALL — — — — — — — I RE-ENTRANT CORNERS --- — — --- - — -- F— — ------ — - -- ---I F------1 (— --� — — � � W -- IF joe Cl)22'-6.. T -T' T-8 1 /2" I 2'-2" 3'-6.. I 18'-0" uJ D (3) TOTAL I I I I I I r I UNDER DOOR SLP WE 1 ZI o Oa O (MIN) o I w 1 m -0'-0" 1 o Ll.l o z U N z SLP 1w _ m1 L-_ I w wI Mw v _ MI w m I, N "`-i x Of f w ( ) cD 10 p 1 -—- I NOTE: SAW q I w I— i 1 CUT C.J.'S I o IA I I I I I I�9 zom SEE SHEET S5 FOR I sLP J [) I z 1 I 1 1 —� � NOTE 3 BOTTOM PLATE I 1 16 J O I- w I ANCHORAGE OPTIO qS - - - I -----"----- CLL,4R LOTS OPT -L - _ O I- ---- --_-� I SLE) F OCEAN 5OULEVARD co `_? _ I ATLANTIC BEAC: -1, EL 3 3 1 �, co F I " u' -0'-4" D �` ua 21-6 zo 34 7-2 12-41/2 6-2 (MIN) I 4 C9 O TOTAL 1 0 1 0 I _ _ 1 I I- -1 �- -i -1 1 ----- I- J 1 I_ I N ► I L - - - W JOB#: 05012 I I �� I I � r _ - _ „ I L_ D,4TE.10-17-2011 W I 10'-6" 12'-6" 2 3 10-21/2 3 6-91/2" 1 18 9 6'-6" T-6" x. a ------------ - -- I I 4 I �� -f 1 I -------- I z I IN L- I I I I I N C�1KD: -- Iw -�= I zo I I 1 I w I 1 -"' I I I I A I u ISSUED= I �� I ,r-`1 - 1, I 6 , N� J0 *- V Q �SLP — 1Q i� ri �i � � I �� i --_ -51/ " 6 � 3 I � E B � i5`i5 � — I i�- -- �I _ ___� I I 1 ENC:c D,4TE.12-0-1-2017 L> I co i __J � i �--� ,�I� �, jX I I i _ _ I I 01 011 OPT I` ENCa D1<'N: CCS/SD 4 LU Mh-01-011_ — L— Cid -o -o-1 I I I I MIN I 1' I -1 ST UC RAL T GINEERIN I U G W ri REMISED. TOP OF CURB 19 1 PROVIDE I c I 3 N �' PVC CONDUIT I I I i I I N I 4' 3 N 3'-4" I SLP NOTE 3 TO ISLAND r I I 1, ®• W I I 1 A R I I I I D oe � I r�� PRE -PLUMB I S EQ I �, E 1 I I I I `° : J I I ° ca 1A 7 � Q L FOR SINK 7 W/ DRAIN I- -� — — --r— ----------1 ___ -- — ----I L-- - - - - —J �� .°. r-------- - --------1------- -1P� Cn a • -zo 4 co 01. 9'-6" co 22'-5" 34'-7" z 011 r tit 10'-6" 57-0" T-6" .DEREK B. MURRAY, P.E. Q P.E. No. 71457 76-0" 12-07-2017 FOUNDATION PLAN 1/411— 11 011 METAL CONNECTOR ENGINEERING Bora,,canl I • FRAMING KEYNOTES TRUSS TO TOP PLATE PER TYPICAL WALL (METAL CONNECT O R SECTION, U.N.O. NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 LIJ L r X Z' 0 0 tt.! Z 1 II I W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. N LL 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL w WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: 4901 Beifort Rd Suite 140 • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. co OR (2) SDWC15600 @ 24' O.C. 0 Jacksonville A 32256 • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL Y Phone: (904) 262-9898 WSP HEADER DETAILS FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO Q (ELEVATION VIEV1!) ALTERNATIVE AVAILABLE. Fax(904) 262-9861 a LLI • IST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR O NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL _ COVERING SERVES AS HEADER OVER OPENING AS p J (2) SDWC15450 @ 24" O.C. INDICATED ON PLAN 7. PLANK -ORIENTED HEADER FRAMING LO -� I- — — 2STUDS p A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 FRAME WALL W/ 2x6 NO.2 SPF @ MAX 16 O.C. p a I -I DTT2Z EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON SW2 NOTE 9 SWZ co DETAIL SHEET. r B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH L— L J HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. NOTE 4 C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. z STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT co OF PLANE WIND LOAD. z - — — — — (2) 2x126. FLOOR DECK TO BOTTOM PLATE W/ 1 Od @ MAX 3" O.C. M (3) 2x8-2/1 (3) 2x8-2/1� 3 ST oS o (2) 2x6-1/ -- O 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP PLATE W/ (2)2x6 - H 5 4 O w ( NO. 2 SYP STUDS @ MAX 12" O.0 w z _I G1 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - (n zS6 BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR z I I TOP & BOTTOM SILL q f 11. • MIN (3) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER. • 2ND LEVEL STUD GROUP TO 1ST LEVEL STUD GROUP W/ HTT5. OO • ATTACH 2ND LEVEL HTT5 TO INVERTED HTT5 ON 1ST LEVEL STUD U. i {2) 2x4-1/1 GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, HTT5 TO LU GARAGE DOOR DESIGN HTT5 W/ 5/8' 0 ROD W/NUT AND WASHER AT EACH END, (2) TOTAL. p WIND LOAD (PSF): 31z 11 Y4 LSL2/3 U -+ 26.35/-29.60.. RT Y4' LSL-2/3 i (L Z I 1 -- w D w (2) 11 Y4'" LVL ~ O Y ° , U) z S3.1 ¢ W `l) I G1 O '--I S6 co I i z W 3 �" X 9`/" LSL O� --- — 4- O I (2) 2x12-1/1._� .._ NOTE 4 I' U >M I 2 2x6, -,l /1 w {)(2) 2x101 a. 3 STUDS I I1 - m ------ ----- I o i— — — — — — — — — w i I O 2 11%"LVL = —-------- — — — — w (() 4 0' L I MAX 20" OPENING FOR IN- WALL CELLAR, LOT 5 I I M TANK AND CARRIER SYSTEM p — — — — — — — — — — — — (2) 2x6-1/1 (2) 2x10 _ I r OCEAN 5OULEVARD _1 ch w I v /� 3 Y4 LSL-2/3 I I I I (!i O I u. ATLANTIC: 1 C � ,�` ii^ i, FL 00 z M co - 2 STUDS z m Q J ,w w p � z - HTT5 � >_ I I'I I °z - 2 STUDS W `p m r z (2) 2x6 1!1 HTT4 'S F (2) 2x101 JO5#' 0, 012 • 1 - cn L I CO z (2)2x6-1/1 i DATE:10-17-2017 W 1 co ce) M I (n — ----- — ------ —_..—_ 5 p (2)2x6-1/2 I Z I r fn z, ,. _ (2) 2x12 NOT 1 (2) 24-1/2 3 /z 9 Ya LSL-2/2 GABLE TRUSS I JSI.I D w (3) 2x6 2/1 ENS JOB#: �-15i 2 STUDS w 1 MSTA24 a • 4x4 NO.2 SYP PT • 6x6 N0.2 SYP PT NOTE 4 o a NOTE 6 - _ _ _..2STUDS Z p POST, (3) TOTAL - DTT2Z - w p 1 MSTA24 ENG DATE .12 - 0 1- 2 0l 7 0 HTT4 'S POST, (4) TOTAL C7 cn 1 DTT2Z • EACH BEAM TO N� N: LU •EACH BEAM TO _ POST W/ (2) MSTA24 POST W! MSTA24 E D R CCJ�SD A OS (2) SW/ TRUCTURA ENGINEERING W cn • POST TO SLAB W/ • POST TO SLAB W/ �E V I SE D . ABU66 OR HTT4 ABU44 0R HTT4 , ....... a . a> LLI N 714 7. U P I-- �, .•ate � Q ,m 41 II I II DEREK S. .E. MURRAY,. FIRST LEVE STRUCTURAL FRAMING PLAN 1/4 1 0 P.E. No. 71 457 12-07-2017 • METAL CONNECTOR ENGINEERING Bora,w,,,care - PER ARCH. DRAWINGS Q 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. w HTT5' - - m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS _ CRIPPLE STUD AT WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE EACH END OF HEADER INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. z SILL, AS SHOWN 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS SHOULD EXT. WALL BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. PER ARCH. SHEATHING SPAN CONT. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR 2 P HEADER SILL NO SPF DRAWINGS ' -r ABOVE AND BEYOND DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. EDGE NAIL SHEATHING OPENING; 3" O.C. NAILING MAY @ 3" O.C. IN HATCHED BE APPLIED DIRECTLY TO 4. PORCH BEAM FRAMING NOTES AREA SHOWN AND ANY MAX 36.5" R.O. EITHER KING STUD o o cli VERTICAL PANEL A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV BREAKS ABOVE NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. WINDOW OPENING IF p p TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. ANY ARE PRESENT clrn v� cn B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV m m PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. N p cli 04 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR LL PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, w MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR -' MSTA24. z O — — — — — - — D. BEAM ATTACHED TO EXISTING FRAMING U ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS 11 0 LIJ L r X Z' 0 0 tt.! Z 1 II I W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. N LL 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL w WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: 4901 Beifort Rd Suite 140 • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. co OR (2) SDWC15600 @ 24' O.C. 0 Jacksonville A 32256 • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL Y Phone: (904) 262-9898 WSP HEADER DETAILS FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO Q (ELEVATION VIEV1!) ALTERNATIVE AVAILABLE. Fax(904) 262-9861 a LLI • IST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR O NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL _ COVERING SERVES AS HEADER OVER OPENING AS p J (2) SDWC15450 @ 24" O.C. INDICATED ON PLAN 7. PLANK -ORIENTED HEADER FRAMING LO -� I- — — 2STUDS p A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 FRAME WALL W/ 2x6 NO.2 SPF @ MAX 16 O.C. p a I -I DTT2Z EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON SW2 NOTE 9 SWZ co DETAIL SHEET. r B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH L— L J HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. NOTE 4 C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. z STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT co OF PLANE WIND LOAD. z - — — — — (2) 2x126. FLOOR DECK TO BOTTOM PLATE W/ 1 Od @ MAX 3" O.C. M (3) 2x8-2/1 (3) 2x8-2/1� 3 ST oS o (2) 2x6-1/ -- O 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP PLATE W/ (2)2x6 - H 5 4 O w ( NO. 2 SYP STUDS @ MAX 12" O.0 w z _I G1 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - (n zS6 BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR z I I TOP & BOTTOM SILL q f 11. • MIN (3) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER. • 2ND LEVEL STUD GROUP TO 1ST LEVEL STUD GROUP W/ HTT5. OO • ATTACH 2ND LEVEL HTT5 TO INVERTED HTT5 ON 1ST LEVEL STUD U. i {2) 2x4-1/1 GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, HTT5 TO LU GARAGE DOOR DESIGN HTT5 W/ 5/8' 0 ROD W/NUT AND WASHER AT EACH END, (2) TOTAL. p WIND LOAD (PSF): 31z 11 Y4 LSL2/3 U -+ 26.35/-29.60.. RT Y4' LSL-2/3 i (L Z I 1 -- w D w (2) 11 Y4'" LVL ~ O Y ° , U) z S3.1 ¢ W `l) I G1 O '--I S6 co I i z W 3 �" X 9`/" LSL O� --- — 4- O I (2) 2x12-1/1._� .._ NOTE 4 I' U >M I 2 2x6, -,l /1 w {)(2) 2x101 a. 3 STUDS I I1 - m ------ ----- I o i— — — — — — — — — w i I O 2 11%"LVL = —-------- — — — — w (() 4 0' L I MAX 20" OPENING FOR IN- WALL CELLAR, LOT 5 I I M TANK AND CARRIER SYSTEM p — — — — — — — — — — — — (2) 2x6-1/1 (2) 2x10 _ I r OCEAN 5OULEVARD _1 ch w I v /� 3 Y4 LSL-2/3 I I I I (!i O I u. ATLANTIC: 1 C � ,�` ii^ i, FL 00 z M co - 2 STUDS z m Q J ,w w p � z - HTT5 � >_ I I'I I °z - 2 STUDS W `p m r z (2) 2x6 1!1 HTT4 'S F (2) 2x101 JO5#' 0, 012 • 1 - cn L I CO z (2)2x6-1/1 i DATE:10-17-2017 W 1 co ce) M I (n — ----- — ------ —_..—_ 5 p (2)2x6-1/2 I Z I r fn z, ,. _ (2) 2x12 NOT 1 (2) 24-1/2 3 /z 9 Ya LSL-2/2 GABLE TRUSS I JSI.I D w (3) 2x6 2/1 ENS JOB#: �-15i 2 STUDS w 1 MSTA24 a • 4x4 NO.2 SYP PT • 6x6 N0.2 SYP PT NOTE 4 o a NOTE 6 - _ _ _..2STUDS Z p POST, (3) TOTAL - DTT2Z - w p 1 MSTA24 ENG DATE .12 - 0 1- 2 0l 7 0 HTT4 'S POST, (4) TOTAL C7 cn 1 DTT2Z • EACH BEAM TO N� N: LU •EACH BEAM TO _ POST W/ (2) MSTA24 POST W! MSTA24 E D R CCJ�SD A OS (2) SW/ TRUCTURA ENGINEERING W cn • POST TO SLAB W/ • POST TO SLAB W/ �E V I SE D . ABU66 OR HTT4 ABU44 0R HTT4 , ....... a . a> LLI N 714 7. U P I-- �, .•ate � Q ,m 41 II I II DEREK S. .E. MURRAY,. FIRST LEVE STRUCTURAL FRAMING PLAN 1/4 1 0 P.E. No. 71 457 12-07-2017 • METAL CONNECTOR ENGINEERING Bora,w,,,care - 3 STUDS Q w HTT5' - - m - 3 STUDS � o HTT5' ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE -MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • PRE -MANUFACTURED FLOOR TRUSSES DESIGNED WITH MULTIPLE • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF BOX -FRAME OVER SW" DETAIL, SEE DETAILSHEET 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 10' 53'5" 10,6„ NOTE 6 O O O O r r T-¢ r r r r r r e- r r r r r O O O O O O O O O O O O O O O O O LL U- U- LL LL LL LL LL LL U- U- LL LL U- LL LL U- (771/-2) HT 20. N N N N N N N N N N N N N N M LLJ r r r r r r T r r r r r r. r r. LJ.. LL LL LL LL LL LL LL LL LL LL U- LL LL LL LL - HT 0 X NOTE 1 0 J03 J05 n Lu G X r— r— z O 0 W z ■ . CL 0CNf RAFTER SPAN SCHEDULE 3. LEDGER FRAMING NOTES: O.C. SPACING IT W • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY _ = 2x6 SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C: o 2x10 2x12 SPACING) 14'-5" 4901 Belfort Rd Suite 140 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N 25'-6" 16" LOCATIONS ON PLAN OR 15'-10" 18'-9" • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION 9 Phone: (904) 262-9898 U) = 1: L _11 AGAINST CORROSION a fax: (904) 262-9861 • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS N 20 L.L./15 D.L. #2 SYP z SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS 04 W J AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M TO NAILER W/ MIN (4) SHEATHING Q LEDGERS ARE FOR INTERIOR USE ONLY. . 8D COMMON 2x6 NO.2 SYP CONT. TOE -NAILS. u.i 10' 53'5" 10,6„ NOTE 6 O O O O r r T-¢ r r r r r r e- r r r r r O O O O O O O O O O O O O O O O O LL U- U- LL LL LL LL LL LL U- U- LL LL U- LL LL U- (771/-2) HT 20. N N N N N N N N N N N N N N M LLJ r r r r r r T r r r r r r. r r. LJ.. LL LL LL LL LL LL LL LL LL LL U- LL LL LL LL - HT 0 X NOTE 1 0 J03 J05 n Lu G X r— r— z O 0 W z ■ . CL 0CNf RAFTER SPAN SCHEDULE U - O.C. SPACING IT W LUS J _ = 2x6 2x8 2x10 2x12 12" 14'-5" 4901 Belfort Rd Suite 140 pp 25'-6" 16" Jacksonville Fl 32256 15'-10" 18'-9" 22'-1" Phone: (904) 262-9898 U) = 1: L _11 cn z:(2) :rO L a fax: (904) 262-9861 D,4TE=10-11-201-1 W 20 L.L./15 D.L. #2 SYP z INSTALL ASSEMBLY FASTEN EACH RAFTER OVER WALL W J 2x6 NO.2 SYP ROOF LEDGER, SEE NOTE3 TO NAILER W/ MIN (4) SHEATHING Q y.LMLEI 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY C7 BUILDER IN ACCORDANCE WITH FRC R302.12. O 6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL W/ (6) 10d FACE NAILS. w • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12: I - 7. HTT5 AT TRUSS TO STUDS GROUP W/ HTT5, ATTACH TO INVERTED ¢ HTT5 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP � .PLATE 5 „ , HTT5 TO HTT5 W/ /$0 ROD W/NUT AND WASHER AT EACH } END. 00 0 w BEAM SCHEDULE ° y: r LUS26 i- f- APPLIED T18 o 0 W LUS26LL T18 J GE01 2 HTS20 LUS26 v v _v v _v v v v v v �r v v �t v v o eo �r v �r v. �r v v v v_ _ 2 _ a v _ v v` Zr v N -- J r l^ !' lam. P l- !- r l^ P T r '1� P T '1"- r r.. T r 'r r r 'lam l� T r r l� r T {� T r T. P J07M _--. T1$ M T18 LUS26 cD L co cD to co co L L to co co to L c5 w to cfl RAFTER SPAN SCHEDULE O U Lu 0 ,,.J 0 O.C. SPACING LUMBER SIZE LUS J _ = 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" cn 2 3: L Ji U) = 1: L _11 cn z:(2) :rO L 20'-11 D,4TE=10-11-201-1 W 20 L.L./15 D.L. #2 SYP INSTALL ASSEMBLY FASTEN EACH RAFTER OVER WALL n D Q�UN; D1= 0 2x6 NO.2 SYP ROOF LEDGER, SEE NOTE3 TO NAILER W/ MIN (4) SHEATHING 07 J M J07M J07M J07M GE01 y.LMLEI 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY C7 BUILDER IN ACCORDANCE WITH FRC R302.12. O 6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL W/ (6) 10d FACE NAILS. w • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12: I - 7. HTT5 AT TRUSS TO STUDS GROUP W/ HTT5, ATTACH TO INVERTED ¢ HTT5 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP � .PLATE 5 „ , HTT5 TO HTT5 W/ /$0 ROD W/NUT AND WASHER AT EACH } END. 00 0 w BEAM SCHEDULE ° y: . 8D COMMON 2x6 NO.2 SYP CONT. TOE -NAILS. TRUSS ENGINEERING NOTES. A /HTU26, F02 1.4„ ISSUED FASTEN CONTINUOUS D 4. OVERFRAMING NOTES co 2 HTS20 OR MSTA24 NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND I T "OP CEILING JOS AT 24 O.C.O.0 J07M J07M J07M J07M r o) 7 2x8 No. 2 YP ROOF , LEDGER, EE NOTE 3 LUS26) .rt WALL SECTION SHEET. W X ENCS D1�N, GCS�.SD 11 J F02AT 4„ Ai U) • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING TRUCTURAL NGINEERING W ; i�E I SEt� - r LAGS OR WOOD , �� �� • TRUSSES WITH AREAS THAT CAN FIT A 3 - x2 -0 RECTANGLE BETWEEN` ,f , F02AT 1,4„ 0 LUS26) THE BOTTOM CHORD AND OTHER TRUSS IIIIEMBERS HAVE BEEN LOADE ; �, F02B 1,4„ PER STRUCTURAL PANEL -1, F02A 1'4„ 2ftmax SPECIFICATIONS, ST FOR 2x4 N0.2 SYP CONT. WITH A 20 sf BCLL AND 5 Sf BCDL. THIS LEAD IS SUFFICIENT TO®'°° J P P F02 1'4" w F02A1,4„ F02A SUPPORT THE AIR HANDLER. ` 71 ' °® Q ° J FASTEN EACH JOIST TO NAILER W/ MIN (4) ® 0 ; 8D COMMON S3.1 _ • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. ti TOE -NAILS. A >°• �,, ® », T16 SHED ROOF DETAIL D FIRST LEVEL ROOF FRAMING �� Q = DEREK B. MURRAY, P.E. PLAN 1/4 11011 P.E. No. 71457 12-07-2017 METAL CONNECTOR C OR ENGINEERING Bora-cm-re • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. TU26 •FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d L 26 COMMONS MIN. T17 J THA422 F03 •EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT ' L ANGLE &LATERAL BRACES CONNECTOR. z r I-- r MAYBE OMITTED FROM • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. LUS26 N N GABLE BRACING DETAIL • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO T18 J N N Q Q IF PORCH SHEATHING RAFTER WHERE APPLICABLE W/ O 5 10d COMMONS MIN. z DETAIL IS PROPERLY r LUS26 i- f- APPLIED T18 o 0 W LUS26LL T18 J GE01 2 HTS20 LUS26 v v _v v _v v v v v v �r v v �t v v o eo �r v �r v. �r v v v v_ _ 2 _ a v _ v v` Zr v N -- J r l^ !' lam. P l- !- r l^ P T r '1� P T '1"- r r.. T r 'r r r 'lam l� T r r l� r T {� T r T. P J07M _--. T1$ M T18 LUS26 cD L co cD to co co L L to co co to L c5 w to cfl 0 LL W z 0 v � v d• � �t �r v <r � v � � � �r �I• cL' _ RAFTER SPAN SCHEDULE O U Lu 0 ,,.J 0 O.C. SPACING LUMBER SIZE LUS J _ = 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" cn 2 3: L Ji U) = 1: L _11 cn z:(2) :rO L 20'-11 D,4TE=10-11-201-1 W 20 L.L./15 D.L. #2 SYP 0 LL W z 0 v � v d• � �t �r v <r � v � � � �r �I• cL' _ O IL z T18 T18 T18 O U Lu 0 ,,.J 0 LUS26 J LUMBER SIZE LUS J _ = _ _ =) = • _ ,=) a:= _ J cn = L w, = 2 v7 M 2 L J v7 = = L J w 2 _ L J!LLJ 0 -r 1:= cn = L J cn 3:_ 2 L J cn _ L J to z:= m: L J W z: L -ij cn 2 3: L Ji U) = 1: L _11 cn z:(2) :rO L 20'-11 D,4TE=10-11-201-1 W 10 L.L./5 D.L. #2 SYP INSTALL ASSEMBLY FASTEN EACH RAFTER OVER WALL n D Q�UN; D1= 0 2x6 NO.2 SYP ROOF LEDGER, SEE NOTE3 TO NAILER W/ MIN (4) SHEATHING 07 J M J07M J07M J07M GE01 y.LMLEI 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY C7 BUILDER IN ACCORDANCE WITH FRC R302.12. O 6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL W/ (6) 10d FACE NAILS. w • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12: I - 7. HTT5 AT TRUSS TO STUDS GROUP W/ HTT5, ATTACH TO INVERTED ¢ HTT5 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP � .PLATE 5 „ , HTT5 TO HTT5 W/ /$0 ROD W/NUT AND WASHER AT EACH } END. 00 0 w BEAM SCHEDULE ° y: . 8D COMMON 2x6 NO.2 SYP CONT. TOE -NAILS. TRUSS ENGINEERING NOTES. A /HTU26, F02 1.4„ ISSUED FASTEN CONTINUOUS • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO ENCS 1050: FV15-15 ry F02T 4 2 HTS20 OR MSTA24 NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND I T "OP CEILING JOS AT 24 O.C.O.0 J07M J07M J07M J07M r o) 7 2x8 No. 2 YP ROOF , LEDGER, EE NOTE 3 LUS26) .rt WALL SECTION SHEET. W X ENCS D1�N, GCS�.SD F02AT 4„ Ai U) • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING TRUCTURAL NGINEERING W ; i�E I SEt� - r LAGS OR WOOD , �� �� • TRUSSES WITH AREAS THAT CAN FIT A 3 - x2 -0 RECTANGLE BETWEEN` ,f , F02AT 1,4„ 0 LUS26) THE BOTTOM CHORD AND OTHER TRUSS IIIIEMBERS HAVE BEEN LOADE ; �, F02B 1,4„ PER STRUCTURAL PANEL -1, F02A 1'4„ 2ftmax SPECIFICATIONS, ST FOR 2x4 N0.2 SYP CONT. WITH A 20 sf BCLL AND 5 Sf BCDL. THIS LEAD IS SUFFICIENT TO®'°° J P P F02 1'4" w F02A1,4„ F02A SUPPORT THE AIR HANDLER. ` 71 ' °® Q ° J FASTEN EACH JOIST TO NAILER W/ MIN (4) O IL z CEILING JOIST SPAN SCHEDULE O U Lu 0 ,,.J 0 O.C. SPACING LUMBER SIZE LUS J z 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26-0" 16" 10'-9" 16'-11" 21'-7" 25'-7" E 9'-3" 13'-11" 17'-7" 20'-11 D,4TE=10-11-201-1 W 10 L.L./5 D.L. #2 SYP O IL z BEAM SIZE AND TYPE O U Lu 0 ,,.J 0 B01 0 LL U LUS J z 0 14 - z FGE02 Lo 0 o o 0 o L TLf a W u W U- LLL U- U- U_ LL W ANGLE LATERAL BRACES —IL LL U MAYBE OMITTEDFROM.. ' (0 r` r- 00 00 00 00 00 00 00 0o 00 00 U- GABLE BRACING DETAIL co o 0 0 LL LLL U- U- LL LLLL LLL LCL ISL U_ UL LCD LL o IF PORCH SHEATHING NOTE 6 LL DETAIL IS PROPERLY APPLIED BEAM NO. BEAM SIZE AND TYPE T17 T16 J05 J03 B01 (2) 20” LVL LUS J BEAM SCHEDULE NOTES O 0 14 - z 73'11", 1. FASTEN EACH PLY W/ (3) ROWS 10d @ 12" Q.C. STAGGERED. O N El 3. FASTEN PLIES W/ (2) ROWS Y2" DIA.THRU BOLT W/ NUT AND w#. JO8 05012 o O WASHER @ 16" O.C. STAGGERED. PROVIDE 2" EDGE DISTANCE. F- D,4TE=10-11-201-1 W INSTALL ASSEMBLY FASTEN EACH RAFTER OVER WALL n D Q�UN; D1= 0 2x6 NO.2 SYP ROOF LEDGER, SEE NOTE3 TO NAILER W/ MIN (4) SHEATHING 07 J M J07M J07M J07M GE01 y.LMLEI 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY C7 BUILDER IN ACCORDANCE WITH FRC R302.12. O 6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL W/ (6) 10d FACE NAILS. w • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12: I - 7. HTT5 AT TRUSS TO STUDS GROUP W/ HTT5, ATTACH TO INVERTED ¢ HTT5 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP � .PLATE 5 „ , HTT5 TO HTT5 W/ /$0 ROD W/NUT AND WASHER AT EACH } END. 00 0 w BEAM SCHEDULE ° y: 8D COMMON 2x6 NO.2 SYP CONT. TOE -NAILS. TRUSS ENGINEERING NOTES. A /HTU26, F02 1.4„ ISSUED FASTEN CONTINUOUS • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO ENCS 1050: FV15-15 ry F02T 4 NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND I T "OP CEILING JOS AT 24 O.C.O.0 PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL . - - ENCS D�4TE.12 �-1 21-1 - FRAMING/HEADER WITH (2)j" x 4 Y2" LAGS OR FASTEN RAFTER TO JOIST .rt WALL SECTION SHEET. W X ENCS D1�N, GCS�.SD F02AT 4„ Ai U) • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING TRUCTURAL NGINEERING W ; i�E I SEt� - r LAGS OR WOOD , �� �� • TRUSSES WITH AREAS THAT CAN FIT A 3 - x2 -0 RECTANGLE BETWEEN` ,f , F02AT 1,4„ SHEATH ASSEMBLY FULLY scREws @ MAX 24" O.0 THE BOTTOM CHORD AND OTHER TRUSS IIIIEMBERS HAVE BEEN LOADE ; �, PER STRUCTURAL PANEL -1, F02A 1'4„ 2ftmax SPECIFICATIONS, ST FOR 2x4 N0.2 SYP CONT. WITH A 20 sf BCLL AND 5 Sf BCDL. THIS LEAD IS SUFFICIENT TO®'°° J P P F02A1,4„ F02A SUPPORT THE AIR HANDLER. ` 71 ' °® Q ° J FGE02 Lo 0 o o 0 o L TLf a W u W U- LLL U- U- U_ LL W ANGLE LATERAL BRACES —IL LL U MAYBE OMITTEDFROM.. ' (0 r` r- 00 00 00 00 00 00 00 0o 00 00 U- GABLE BRACING DETAIL co o 0 0 LL LLL U- U- LL LLLL LLL LCL ISL U_ UL LCD LL o IF PORCH SHEATHING NOTE 6 LL DETAIL IS PROPERLY APPLIED BEAM NO. BEAM SIZE AND TYPE NOTES B01 (2) 20” LVL NOTE 2 co CELLAR, LOT 5 OCEAN 5OULEVARD E- U ATLANTIC 5r=AC:-I, FL 10' 5611" 7' t BEAM SCHEDULE NOTES O 73'11", 1. FASTEN EACH PLY W/ (3) ROWS 10d @ 12" Q.C. STAGGERED. O 2. FASTEN EACH PLY W/ (3) ROWS 10d @ 6" O.C. STAGGERED. _ 3. FASTEN PLIES W/ (2) ROWS Y2" DIA.THRU BOLT W/ NUT AND w#. JO8 05012 WASHER @ 16" O.C. STAGGERED. PROVIDE 2" EDGE DISTANCE. F- D,4TE=10-11-201-1 W INSTALL ASSEMBLY FASTEN EACH RAFTER OVER WALL n D Q�UN; D1= 0 TO NAILER W/ MIN (4) SHEATHING :; .' Z 8D COMMON 2x6 NO.2 SYP CONT. TOE -NAILS. TRUSS ENGINEERING NOTES. A NAILER ISSUED FASTEN CONTINUOUS • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO ENCS 1050: FV15-15 ry NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND I T "OP CEILING JOS AT 24 O.C.O.0 PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL . - - ENCS D�4TE.12 �-1 21-1 - FRAMING/HEADER WITH (2)j" x 4 Y2" LAGS OR FASTEN RAFTER TO JOIST .rt WALL SECTION SHEET. W X ENCS D1�N, GCS�.SD WITH MIN (4) 8D COMMON. WOODscREws@MAx „ �„ ,� �� 16 O.C. OR (3)'" x 4 Y2 " Ai U) • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING TRUCTURAL NGINEERING W ; i�E I SEt� - LAGS OR WOOD , �� �� • TRUSSES WITH AREAS THAT CAN FIT A 3 - x2 -0 RECTANGLE BETWEEN` ,f , SHEATH ASSEMBLY FULLY scREws @ MAX 24" O.0 THE BOTTOM CHORD AND OTHER TRUSS IIIIEMBERS HAVE BEEN LOADE ; �, PER STRUCTURAL PANEL -1, ;..•••®gy•« W �.� 2ftmax SPECIFICATIONS, ST FOR 2x4 N0.2 SYP CONT. WITH A 20 sf BCLL AND 5 Sf BCDL. THIS LEAD IS SUFFICIENT TO®'°° J P P ROOF SHEATHING. NAILER SUPPORT THE AIR HANDLER. ` 71 ' °® Q ° FASTEN EACH JOIST TO NAILER W/ MIN (4) ® 0 ; 8D COMMON S .T - ° / . TOE -NAILS. A >°• �,, ® », SHED ROOF DETAIL D FIRST LEVEL ROOF FRAMING �� Q = DEREK B. MURRAY, P.E. PLAN 1/4 11011 P.E. No. 71457 12-07-2017 METAL CONNECTOR C OR ENGINEERING Bora-cm-re FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN IJ 0 T O 0 Lu Z CL FASTEN SW END STUDS DIRECTLY TO FLOOR TRUSS BEL W W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. o u - NOTE 9, 7'-7" +/_ SW1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL uj` WALL SECTION SHEET. D i cn WSP HDR -0/1 (2) 2x6-1/1 6. HIGH UPLIFT CONNECTION; 4901 Belfort Rd Suite 140 00 • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 18" O.C. p WSP- DR -0!1 WSP HDR -0/1 co w • 00 OR (2) SDWC15600 @ 24" O.C. 0 Jacksonville FI 32256 F- FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5, PROVIDE "METAL Phone: (904) 262-9898 WSP HDR -0/1 NOTE 11 U) O FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO a z ALTERNATIVE AVAILABLE z FqX. (904) 262-9861 LLJ • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR O J (2) SDWC15450 @ 24" O.C. ii m 7. PLANK -ORIENTED HEADER FRAMING to A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON I DETAIL SHEET: d- (2) 2x6-1/2 1 MSTA24 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH 1 CS18 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. p i T NOTE 1z C: PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT iOF PLANE WIND LOAD.Lu 8. FLOOR DECK TO BOTTOM PLATE W/ 10d @ MAX 3 O.C. m 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP PLATE W1 (2) 2x6 w NO.2 SYP STUDS `@ MAX 12" O.C. w z I c") w 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - z BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR w — - — — z TOP & BOTTOM SILL o 11. • MIN (3) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER: _ • 2ND LEVEL STUD GROUP TO 1ST LEVEL STUD GROUP W/ HTT5. •ATTACH 2ND LEVEL HTT5 TO INVERTED HTT5 ON 1ST LEVEL STUD W �(3S) — — — — — ` GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, HTT5 TO z r —00 HTT5 W/ 5/a" 0 ROD W/NUT AND WASHER AT EACH END, (2) TOTAL. 0 WSP HDR -0/1 - 1$ F- �_ (na N z T c� i / ¢ W El 1:1n ❑ u. �■ f W cn III I ¢ I - Z III I _ W U —J (2) 2x4 -1/2 -j. O ° T NOTE 1 ' z (2 2x4 -=1— X /2 N 1 ww TE O I 4 o M CD w 1 � uj p O T NOTE 11 I U) z — — — — Z CELLAR, LOT 5 WSP HDR -0/1 (2)2x6-111 OCEAN 80ULEVARD WSP HDR -0/1 WSP HDR -0/1 SP HDR -ON 2 ATLANTIC Br=AC:w, r -L SW2 SW2 � I 0 O z M _ w J05*: 06012 • DATE:10-17-'201- Cn D1�Al.UN: DP CNKD : Z 15 U SED - 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. � w ENG; JOB#: FVIEI 775 Lv 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS ow - WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. EX 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W! 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR - DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4. PORCH BEAM FRAMING NOTES o 0 N A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV Ljj "NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. ®• 0 7 57 TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. o a) • C B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24; N _ C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV Cl)04 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR � PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, ui J MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR j MSTA24. SECOND LEVEL STRUCTURAL U 1 11 FRAMING PLAN 1/4 - 1 0 DEREK B. MURRAY, P.E. 0 D. BEAM ATTACHED TO EXISTING FRAMING Y P.E. No. 71457 12-07-2017 SW2 ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS IJ 0 T O 0 Lu Z CL FASTEN SW END STUDS DIRECTLY TO FLOOR TRUSS BEL W W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. o u - NOTE 9, 7'-7" +/_ SW1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL uj` WALL SECTION SHEET. D i cn WSP HDR -0/1 (2) 2x6-1/1 6. HIGH UPLIFT CONNECTION; 4901 Belfort Rd Suite 140 00 • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 18" O.C. p WSP- DR -0!1 WSP HDR -0/1 co w • 00 OR (2) SDWC15600 @ 24" O.C. 0 Jacksonville FI 32256 F- FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5, PROVIDE "METAL Phone: (904) 262-9898 WSP HDR -0/1 NOTE 11 U) O FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO a z ALTERNATIVE AVAILABLE z FqX. (904) 262-9861 LLJ • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR O J (2) SDWC15450 @ 24" O.C. ii m 7. PLANK -ORIENTED HEADER FRAMING to A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON I DETAIL SHEET: d- (2) 2x6-1/2 1 MSTA24 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH 1 CS18 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. p i T NOTE 1z C: PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT iOF PLANE WIND LOAD.Lu 8. FLOOR DECK TO BOTTOM PLATE W/ 10d @ MAX 3 O.C. m 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP PLATE W1 (2) 2x6 w NO.2 SYP STUDS `@ MAX 12" O.C. w z I c") w 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - z BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR w — - — — z TOP & BOTTOM SILL o 11. • MIN (3) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER: _ • 2ND LEVEL STUD GROUP TO 1ST LEVEL STUD GROUP W/ HTT5. •ATTACH 2ND LEVEL HTT5 TO INVERTED HTT5 ON 1ST LEVEL STUD W �(3S) — — — — — ` GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, HTT5 TO z r —00 HTT5 W/ 5/a" 0 ROD W/NUT AND WASHER AT EACH END, (2) TOTAL. 0 WSP HDR -0/1 - 1$ F- �_ (na N z T c� i / ¢ W El 1:1n ❑ u. �■ f W cn III I ¢ I - Z III I _ W U —J (2) 2x4 -1/2 -j. O ° T NOTE 1 ' z (2 2x4 -=1— X /2 N 1 ww TE O I 4 o M CD w 1 � uj p O T NOTE 11 I U) z — — — — Z CELLAR, LOT 5 WSP HDR -0/1 (2)2x6-111 OCEAN 80ULEVARD WSP HDR -0/1 WSP HDR -0/1 SP HDR -ON 2 ATLANTIC Br=AC:w, r -L SW2 SW2 � I 0 O z M _ w J05*: 06012 • DATE:10-17-'201- Cn D1�Al.UN: DP CNKD : Z 15 U SED - 2 STUDS � w ENG; JOB#: FVIEI 775 Lv ow - (3) CS18 - 3 STUDS. � ENG; JOB#: FVIEI 775 Lv ow - (3) CS18 ENG; JOB#: FVIEI 775 Lv EX ENG DATE:12-0-1-201 ENG DRN: GGS/SDA - UJ S RUCTURAL NGINEERING REVISED: Lu Ljj ®• 0 7 57 • C • F 44 � SECOND LEVEL STRUCTURAL U 1 11 FRAMING PLAN 1/4 - 1 0 DEREK B. MURRAY, P.E. o P.E. No. 71457 12-07-2017 METAL CONNECTOR ENGINEERING Bora"cam ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE -MANUFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/ 1 Od @ 3" O.C. 22'9" 30'8" 3'6" --_7 B1 yv o 0) LO m 1. 00 0) o r S6 OSS O O O O O O O O 7)F -� - P F- I- I_ 16 OTE 7 J10 J11 J05Z J05Z J05Z J05Z J05Z J05Z M J05Z M J05Z J05Z J05Z 90 5' 1 J05Z J05Z J05Z J05Z J03Z N TE 7 J01 Z • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. UL • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT LUv PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF r- BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET 2x8 2. TYPICAL BEARING BLOCK ALL SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO 14'-5" MATCH DIMENSION OF TRUSS MEMBER. ap • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS 16" BOTTOM CHORD W/ (3) ROWS 1 Od @ 4" O.C. STAGGERED, 16-11" 3. LEDGER FRAMING NOTES: 1 • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY 1+ SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" D.C. a rH SPACING)Lq • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N a LOCATIONS ON PLAN m 4 • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION 7U26 AGAINST CORROSION + • IN ACCORDANCE W/.FRC 507.2.1, EXTERIOR DECK LEDGERS N i SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS N i AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING cq LEDGERS ARE FOR INTERIOR USE ONLY. UU_ Lj 22'9" 30'8" 3'6" --_7 B1 yv o 0) LO m 1. 00 0) o r S6 OSS O O O O O O O O 7)F -� - P F- I- I_ 16 OTE 7 J10 J11 J05Z J05Z J05Z J05Z J05Z J05Z M J05Z M J05Z J05Z J05Z 90 5' 1 J05Z J05Z J05Z J05Z J03Z N TE 7 J01 Z GE02 T13 J J_ z 0 Y Q 0 W X r z O 0 W z L� o RAFTER SPAN SCHEDULE UL O.C. SPACING LUv r- 2x6 2x8 T13 ALL SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. 12" 14'-5" 4901 Belfort Rd Suite 140 ap • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 16" 1 + 16-11" 1 1 OWN 1 1+ • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT rH ;4 20'L.L./15 D.L. #2 SYP a 4 7U26 i + T13 I i 1+ i '-HTU26 - 1 1- , 1 1 00 1 1 + 1 L C '-HTU26 L Peol HTU26' 1 1 1 L '-HTU26 , 1 L 1 11114 rHTU26 L T13 '-HTU26 HTU26 T 13 HTU r ETI3H T 3H TU26 HTU26 L F HTU26 L Tl 3H HTU26 HTU26 T13H HTU26 HTU26 L TI I HTU26 HTU26 I; L `gT13H i HTU26 HTU26 1 1 1 Tl 3H ' � i HTU26 HTU26 ' ' ' L i TI 3H 11. i+ HTU26 HT 6 ' 1 " ' 1 �T 1 IQ, 100 1 L w+ o i TI 3H i i i+ TU26 HTU26 1 0 00 1 1 1 t o 1;t GE03 ' GE02 T13 J J_ z 0 Y Q 0 W X r z O 0 W z L� o RAFTER SPAN SCHEDULE UL O.C. SPACING LUv r- 2x6 2x8 T13 ALL SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. 12" 14'-5" 4901 Belfort Rd Suite 140 ap • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 16" Jacksonville Fl 32256 16-11" COMMONS MIN. Q Phone: (904) 262-9898 C/) • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 164'' Fax: (904) 262-9861 20'L.L./15 D.L. #2 SYP a W • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. m Q T13 I m w w z 0 z w O J U_ L= uj z O L T3 -SD .5 T14 RAFTER SPAN SCHEDULE 4. OVERFRAMING NOTES m O.C. SPACING LUMBER SIZE • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 2x6 2x8 T13 ALL SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. 12" 14'-5" 18'4" 21'-8" • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 16" 10'-9" 16-11" COMMONS MIN. 25'-7" 24" T13 • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 164'' 18'-0" 20'L.L./15 D.L. #2 SYP CONNECTOR. z • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. m T13 I • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO w RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. z m w w z 0 z w O J U_ L= uj z O L T3 -SD .5 T14 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 2x12 12" 14'-5" 18'4" 21'-8" 25'-6" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 10'-2" 1 12'-11" 164'' 18'-0" 20'L.L./15 D.L. #2 SYP m w w z 0 z w O J U_ L= uj z O L T3 -SD .5 T14 w Z OUj O U_ Q U z W 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY g, 2, BUILDER IN ACCORDANCE WITH FRC R302.12. 0 G62 6. • 2x10 NO 2 SYP RIBBON BOARD' FASTEN TO EACH FLOOR TRU z - o ss _ END VERTICAL W/ (6) 10d FACE NAILS. U S6 �- • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12, F- X w 7. HTT5 AT TRUSS TO STUDS GROUP WI HTT5, ATTACH TO INVERTED q HTT5 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP LO PLATE, HTT5 TO HTT5 W/ 5/" 0 ROD W/NUT AND WASHER AT EACH END. ,n w w Z CELLAR, LOT 5 OCEAN BOULEVARD ,114 ,4TL>ANTLC SECS -I, FL a 1,6" i 1'6"1-6" m LGT3-SDS21:�� .5 @ T14 Q lb N N LO ,O ch 131 o 1 uz S6 _ w JOB#: CSO12 0 p,4TE:10-11-2011 C//)n a V 266" 17'10" 3'6"4 U R,4WN: [:)F z 56'11"' Ci-iK: 15SUED: ENCS J05#: PV1515 Lv ENr D,4TE:12-07-2017 TRUSS ENGINEERING NOTES: W ENCx Di�N: CCS/SD;4 W S RUCTURAL ERING I W • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING ®,. , TO THE TYPICAL WALL SECTION SHEET. � . ®®®o E I'S9 ®a, �� Ile J • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING No 457 °a � Q • TRUSSES WITH AREAS THAT CAN FIT A 3 -0 x2 -0 RECTANGLE BETWEEN THE BOTTOM CHORD AND OTHER TRUSS MEMBERS HAVE BEEN LOADED WITH A 20 sf BCLL AND 5 sf > T BCDL. THIS LOAD IS SUFFICIENT TO SUPPORT THE AIR�� a ��?,•® se rra r HANDLER. N ����' RAM 1 /4" 1_' 0" DEREK B. MURRAY, P.E. i P SECOND LEVEL ROOF F INGPLAN. o P.E. No. 71457 12-07-2017 METAL CONNECTOR' ENGINEERING Bnramcare CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 11'-101, 18'-8" 24'-7'' 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 1 1T-7" 1 20'-11" 10 L.L./5 D.L. #2 SYP w Z OUj O U_ Q U z W 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY g, 2, BUILDER IN ACCORDANCE WITH FRC R302.12. 0 G62 6. • 2x10 NO 2 SYP RIBBON BOARD' FASTEN TO EACH FLOOR TRU z - o ss _ END VERTICAL W/ (6) 10d FACE NAILS. U S6 �- • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12, F- X w 7. HTT5 AT TRUSS TO STUDS GROUP WI HTT5, ATTACH TO INVERTED q HTT5 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP LO PLATE, HTT5 TO HTT5 W/ 5/" 0 ROD W/NUT AND WASHER AT EACH END. ,n w w Z CELLAR, LOT 5 OCEAN BOULEVARD ,114 ,4TL>ANTLC SECS -I, FL a 1,6" i 1'6"1-6" m LGT3-SDS21:�� .5 @ T14 Q lb N N LO ,O ch 131 o 1 uz S6 _ w JOB#: CSO12 0 p,4TE:10-11-2011 C//)n a V 266" 17'10" 3'6"4 U R,4WN: [:)F z 56'11"' Ci-iK: 15SUED: ENCS J05#: PV1515 Lv ENr D,4TE:12-07-2017 TRUSS ENGINEERING NOTES: W ENCx Di�N: CCS/SD;4 W S RUCTURAL ERING I W • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING ®,. , TO THE TYPICAL WALL SECTION SHEET. � . ®®®o E I'S9 ®a, �� Ile J • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING No 457 °a � Q • TRUSSES WITH AREAS THAT CAN FIT A 3 -0 x2 -0 RECTANGLE BETWEEN THE BOTTOM CHORD AND OTHER TRUSS MEMBERS HAVE BEEN LOADED WITH A 20 sf BCLL AND 5 sf > T BCDL. THIS LOAD IS SUFFICIENT TO SUPPORT THE AIR�� a ��?,•® se rra r HANDLER. N ����' RAM 1 /4" 1_' 0" DEREK B. MURRAY, P.E. i P SECOND LEVEL ROOF F INGPLAN. o P.E. No. 71457 12-07-2017 METAL CONNECTOR' ENGINEERING Bnramcare TYPICAL WALL SECTION TYPICAL FOR ONE AND TWO STORY APPLICATIONS) {SECTIONS AT ROOF ARE W J J TYPICAL WALL SECTION 'I i OPT. 2x LEDGER, ATTACH TOP PLATE TO JACKIKING GROUP: ANCHOR NOTES: TYPICAL EXTERIOR 1(2) SDWC15600 SCREW AT OPENINGS 6' OR LESS. �a"-23/a' 2x NO 2 SYP BLOCKING TO FIT 36° C $' SEE PLAN OTHERWISE ' TIGHT BETWEEN TRUSSES, Z WALL (3)10d TOE -NAIL @ EACH END. � W/ 8d COMMON @ 3" O.C. . T ASSEMBLIES R E DETERMINED BY BUILDER AND ARE UNDER FIRE PROTECTION SSEMB ESA E TOO H1GA CONNECTOR TO ' JACK/KING INSIDE FACE OF STUD U. X GROUP C 2. TYPICAL ANCHOR TYPICAL TRUSS THE ENFORCEMENT pF THE BUILDING OFFICIAL. TRUSS OVER HEADER: &STUDY TOP w P TE TYPICAL TOP PLATE TO HEADER W/ CONNECTION EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL BOLT SPACING. REQUIREMENTS • FERE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2 NAIL PENERTATION INTO 24" O.C. (SEE HEADER FRAMING EXTERIOR WALL �, Pressure NOTES ON SHEET STA FOR COMMON NAILS ABOVE AND BELOW ALTERNATES) RAISED HEEL TRUSS HEADER FRAMING ALTS NATE SECTIONS AT ROOF {SECTIONS AT ROOF ARE W J J TYPICAL WALL SECTION 'I i r) LU r— X r Z 0 0 LU Z ry CL OPT. 2x LEDGER, ATTACH BOTTOM PLATE ANCHOR NOTES: TYPICAL EXTERIOR i No �a"-23/a' WALL SHEATHING TO BOTTOM PLATE Z N Z WALL (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYPICAL EXTERIOR OR W/ 8d COMMON @ 3" O.C. . T ASSEMBLIES R E DETERMINED BY BUILDER AND ARE UNDER FIRE PROTECTION SSEMB ESA E TOO .– CHORD W/;10d @ 6" O.C. INTERIOR LOAD BEARING 0 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR THE ENFORCEMENT pF THE BUILDING OFFICIAL. Y WALL SPLICE WALL SHEATHING OVER w H 0 1 TYPICAL WALL SECTION NOTES, RIMBOARD. INSTALL (2) ROWS 8d BOLT SPACING. REQUIREMENTS • FERE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2 NAIL PENERTATION INTO �, Pressure 4 COMMON NAILS ABOVE AND BELOW " STAGGERED 1: ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGG ALTERNATE SHEATHING ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS treated sill CONNECTOR: Z ii CONNECTOR: (MIN 1� , MAX 5") AND SPACE NAILS AN ANCHOR „ MUST BE PRESENT WITHIN 12 OF THE END ANY PLATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER EXTERIOR WALL COVERING1 q° x MIN. 18 GAGE METAL @ 4" O.C. STAGGERED, �. 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER C APACIITIES. PER SPECS TO LAP UPPER AND LOWER LEVEL WALLS �, STRAP 48" O.C. W1 MIN @ � GAP PER APA RECOMMENDATIONS .. �w.,;. , . ..:• D 0 Jacksonville FI 32256 A p� OCEAN SOI, LE VARD 12" AS SHOWN, MIN (5) `�. � � NAILS EACH IN UPPER A AND LOWER: CONTINUOUS 2x4 » WOO NAILS PER STUD STUDS/HEADER RIBBON B7JA D�- i, A GIRDERS AND SHEAR WALLS 4. SEE PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS T D GABLE FLOOR WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE Q. M SDWC15450 at sill plate connection a Phone: (904) 262-9898 Cn .75" THICK (MIN) OSB/PLYWOOD RIM TO ED AT CRIPPLES BELOW WINDOW SILL BLOCK 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED TRUSS BY OTHERS s „ • / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR 'TYPICAL a "SIN" MATCH FLOOR DEPTH Z Fax: (904) 262-9861 ATLANTIC: ff�� w I 5EACH, r -L I WOOD FLOOR ---/8d WALLTOP PLATE W/ C14 r Q TRUSSES BY OTHERS MMON @3GOTO EXTE RIOR SHEAT ING TO SPAN METAL FLAT STRAP 2ND LEVEL ALTERNATE Y4' WSP RIM BOARD OUS ACROSS FLOOR CONTIN L SYSTEM STUD TO 1ST LEVEL STUD SPLICE CONNECTION ALTERNATE FLOOR -TO -FLOOR UPLIFT r) LU r— X r Z 0 0 LU Z ry CL OPT. 2x LEDGER, ATTACH BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: i No �a"-23/a' LL Z TO FLOOR TRUSS TOP Z (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING . T ASSEMBLIES R E DETERMINED BY BUILDER AND ARE UNDER FIRE PROTECTION SSEMB ESA E TOO CHORD W/;10d @ 6" O.C. 0 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR THE ENFORCEMENT pF THE BUILDING OFFICIAL. Y w H 0 1 TYPICAL WALL SECTION NOTES, NON TYPICA BOLT SPACING. REQUIREMENTS • FERE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2 NAIL PENERTATION INTO r) LU r— X r Z 0 0 LU Z ry CL FLOOR -TO -FLOOR UPLIFT CONNECTOR NOTES: GIRDER OR HEADER UPLIFT Lu 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W1 ALTERNATE TYPICAL EXTERIOR OR INTERIOR FLOOR -TO -FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER CONNECTIONS NOT REQ'D @ LOAD BEARING WALL EXTERIOR WALLS UNDER JA I Z Anrwkiniinn Lu 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1 ST FLOOR HEADER OR STUD– -- ---- ' � � _. .: _ `°' "" ' v _1-1 " %W3. THREADED OD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY** W/ 1' x 18 GA. METAL STRAP W! M (5) DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST, NAILS EACH IN STUD AND BEAM, �; O LL WOOD BEAM OR TRUSS Uj GIRDER PER PLAN O MIN 1/2"x10" L -HOOK MIN Y2" 36 KSI SFS \ ANCHOR BOLT THREADED ROD MIN Y2"Ox 6" TITEN HD " MIN Y2" Ox 6" TITEN HD MASA TO TOP OF \ \ O OR HILTI KWIK HUS -EZ OR HILT] KWIK HUS -EZ BOTTOM PLATE W/ (6) ADHESIVE (OR O z O NOT USE J -BOLT AT 10d x 1 Y2" LD -DOWN CONNECTORS APPROVED EQUAL) - U W TO TOP OF WOOD 2ND FLOOR WALL TO BEAM OR HEADER o PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE 4 - STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) O Q oa a ° MASA TO SIDE OF TA LL J a 8" EMBED AT STEMWALL ° BOTTOM PLATE W/ 3) EACH 36 NG STUD TO BEAM/HEADER BELOW WITH Q ( KING STUDS: EACH KI (OR CS18) WITH (18)10d. 6" EMBED AT MONOLITHIC a ° a 10d x 1 /2 U a 4 MONOLITHIC OR a MONOLITHIC FOOTING SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAMMEADER Z MONOLITHIC STEMWALL FOOTING. ONLY ° °+ „ BELOW PER SW SHEAR WALL SCHEDULE ON SHEET STEMWALL FOOTING a MASA SET /2 TO THE ST -1 INSIDE OF SLAB: C7 ` °7 PER PLAN a APPROVED ADHESIVE OR MIN a ° *WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH USE SIMPSON CS18 O ry Q EPDXY ANCHOR ° MIN. ** a, 3„ a ° EXCLUSIVELY Z MIN MONOLITHIC ORa 13/4" 4' ° a MONOLITHIC FOOTING U ° 3 STEMWALL FTG PER a ONLY w ° 1i4 PLAN a ° a ALTERNATE SECTIONS AT FLOOR X ° a ° Y2' DRILL & EPDXY TITEN HD IN 2x6 BOTTO TITEN HD IN 2x4 BOT TO °41 a 2' J -BOLT ANCHOR a ANCHOR PLATE PLATE MASA ANCHOR a TYPICAL BOTTOM PLATE ANCHOR OPTIONS m a W OPT. 2x LEDGER, ATTACH BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: i No �a"-23/a' LL Z TO FLOOR TRUSS TOP (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING . T ASSEMBLIES R E DETERMINED BY BUILDER AND ARE UNDER FIRE PROTECTION SSEMB ESA E TOO CHORD W/;10d @ 6" O.C. 'T Lu 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR THE ENFORCEMENT pF THE BUILDING OFFICIAL. w H � 1 TYPICAL WALL SECTION NOTES, NON TYPICA BOLT SPACING. REQUIREMENTS • FERE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2 NAIL PENERTATION INTO �, Pressure 4 " STAGGERED 1: ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGG 3. MINIMUM 2 O ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS MAX 24 O.G. treated sill Z ii (UNO). MINIMUM 48" LAP Wt MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR „ MUST BE PRESENT WITHIN 12 OF THE END ANY PLATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER �..��Y. - ..•. •„ ,, ..Lw S 4901 Belfort Rd Suite 140 op 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER C APACIITIES. 4. ALL BOLT AN CHOR OPTIONS REQUIRE NUT AND 2 SQUARE WASHER SPECIFIED INSTALLATION DETAIL D STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND U .. �w.,;. , . ..:• D 0 Jacksonville FI 32256 A p� OCEAN SOI, LE VARD 3. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. » WOO 30 I– i, A GIRDERS AND SHEAR WALLS 4. SEE PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS T D GABLE FLOOR WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE Q. M SDWC15450 at sill plate connection a Phone: (904) 262-9898 Cn ED AT CRIPPLES BELOW WINDOW SILL BLOCK 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED TRUSS BY OTHERS s „ • / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR 'TYPICAL a "SIN" ° 10° 0 Finish: _ rrN Optimal 22Y2 F nis . Black E Coat Z Fax: (904) 262-9861 ATLANTIC: ff�� w I 5EACH, r -L I WALL" FRAMING APPLICATIONS. AT WALL, OSB OR PLYWOOD MUST BE INSTALLED Q LJJ TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. U J Noted Sill plate anchor to foundation not shown for clarity. i - 2x4 N0.2 SYP DIAGONAL BRACE @ 48" � 11 SDWC STUD -TO -SILL PLATE CONNECTION U O O.C. DIAGONAL BRACE TO FLOOR SDWC INSTALLATION SPECIFICATIONS AS PROVIDED BY SCREW MANUFACTURER TRUSS OR DBL TOP PLATE W/ (3)10d O d , TOE -NAILS AT EACH END. "NOTE TO FRAMER** "NOTE TO FRAMER" Z MAX (1) SDWC NARROW FACE OF E 1 SD NARROW FACE OF H MAX {) LOv U W #. J®B - ®5012 TYPICAL EXTERIOR WALL d O STUD, (2) SDWC TO NARROW FACE OF S U STUD, (2) SDWC TO NARROW FACE OF S UD 17 Z U) REQUIRES 2 STUDS ) REQUIRES 2) STUDS DATE:10-11-201`l PARALLEL FLOOR TRUSS Optimal 22%° . $'4 min 4 n '4ri► a ¢ r n cn o ° Rafter or Truss , �4 DfiR,4UJN DP V 0°Ma 3 „ • Min m 10o 30° Y" minimum edg ° 2 Optimal 22 Y2 distance for full SDWC15450 Z �. **2ND FLOOR WALL TO BEAM,Lu FLOOR -TO -FLOOR UPLIFT CONNECTOR NOTES: GIRDER OR HEADER UPLIFT Lu 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W1 ALTERNATE TYPICAL EXTERIOR OR INTERIOR FLOOR -TO -FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER CONNECTIONS NOT REQ'D @ LOAD BEARING WALL EXTERIOR WALLS UNDER JA I Z Anrwkiniinn Lu 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1 ST FLOOR HEADER OR STUD– -- ---- ' � � _. .: _ `°' "" ' v _1-1 " %W3. THREADED OD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY** W/ 1' x 18 GA. METAL STRAP W! M (5) DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST, NAILS EACH IN STUD AND BEAM, �; O LL WOOD BEAM OR TRUSS Uj GIRDER PER PLAN O MIN 1/2"x10" L -HOOK MIN Y2" 36 KSI SFS \ ANCHOR BOLT THREADED ROD MIN Y2"Ox 6" TITEN HD " MIN Y2" Ox 6" TITEN HD MASA TO TOP OF \ \ O OR HILTI KWIK HUS -EZ OR HILT] KWIK HUS -EZ BOTTOM PLATE W/ (6) ADHESIVE (OR O z O NOT USE J -BOLT AT 10d x 1 Y2" LD -DOWN CONNECTORS APPROVED EQUAL) - U W TO TOP OF WOOD 2ND FLOOR WALL TO BEAM OR HEADER o PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE 4 - STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) O Q oa a ° MASA TO SIDE OF TA LL J a 8" EMBED AT STEMWALL ° BOTTOM PLATE W/ 3) EACH 36 NG STUD TO BEAM/HEADER BELOW WITH Q ( KING STUDS: EACH KI (OR CS18) WITH (18)10d. 6" EMBED AT MONOLITHIC a ° a 10d x 1 /2 U a 4 MONOLITHIC OR a MONOLITHIC FOOTING SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAMMEADER Z MONOLITHIC STEMWALL FOOTING. ONLY ° °+ „ BELOW PER SW SHEAR WALL SCHEDULE ON SHEET STEMWALL FOOTING a MASA SET /2 TO THE ST -1 INSIDE OF SLAB: C7 ` °7 PER PLAN a APPROVED ADHESIVE OR MIN a ° *WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH USE SIMPSON CS18 O ry Q EPDXY ANCHOR ° MIN. ** a, 3„ a ° EXCLUSIVELY Z MIN MONOLITHIC ORa 13/4" 4' ° a MONOLITHIC FOOTING U ° 3 STEMWALL FTG PER a ONLY w ° 1i4 PLAN a ° a ALTERNATE SECTIONS AT FLOOR X ° a ° Y2' DRILL & EPDXY TITEN HD IN 2x6 BOTTO TITEN HD IN 2x4 BOT TO °41 a 2' J -BOLT ANCHOR a ANCHOR PLATE PLATE MASA ANCHOR a TYPICAL BOTTOM PLATE ANCHOR OPTIONS m a W TYPICAL WALL VECTION BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: �a"-23/a' Z (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING . T ASSEMBLIES R E DETERMINED BY BUILDER AND ARE UNDER FIRE PROTECTION SSEMB ESA E TOO 2. TYPICAL ANCHOR BOLT SPACING IS 48" O.C., SEE PLAN FOR THE ENFORCEMENT pF THE BUILDING OFFICIAL. w 1 TYPICAL WALL SECTION NOTES, NON TYPICA BOLT SPACING. REQUIREMENTS • FERE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2 NAIL PENERTATION INTO �, Pressure 4 " STAGGERED 1: ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGG 3. MINIMUM 2 O ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS MAX 24 O.G. treated sill Z c�,,a� Lor (UNO). MINIMUM 48" LAP Wt MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR „ MUST BE PRESENT WITHIN 12 OF THE END ANY PLATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER �..��Y. - ..•. •„ ,, ..Lw S � � 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER C APACIITIES. 4. ALL BOLT AN CHOR OPTIONS REQUIRE NUT AND 2 SQUARE WASHER SPECIFIED INSTALLATION DETAIL D STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND U .. �w.,;. , . ..:• A p� OCEAN SOI, LE VARD 3. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. » WOO 30 I– i, A GIRDERS AND SHEAR WALLS 4. SEE PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS T D WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE Q. M SDWC15450 at sill plate connection U ED AT CRIPPLES BELOW WINDOW SILL BLOCK 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED s „ • / TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR 'TYPICAL a "SIN" ° 10° 0 Finish: _ rrN Optimal 22Y2 F nis . Black E Coat _ u_ ATLANTIC: ff�� w I 5EACH, r -L I WALL" FRAMING APPLICATIONS. AT WALL, OSB OR PLYWOOD MUST BE INSTALLED Q TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. U Noted Sill plate anchor to foundation not shown for clarity. i - 11 SDWC STUD -TO -SILL PLATE CONNECTION U O SDWC INSTALLATION SPECIFICATIONS AS PROVIDED BY SCREW MANUFACTURER O , "NOTE TO FRAMER** "NOTE TO FRAMER" Z MAX (1) SDWC NARROW FACE OF E 1 SD NARROW FACE OF H MAX {) U W #. J®B - ®5012 STUD, (2) SDWC TO NARROW FACE OF S U STUD, (2) SDWC TO NARROW FACE OF S UD 17 REQUIRES 2 STUDS ) REQUIRES 2) STUDS DATE:10-11-201`l Optimal 22%° . $'4 min 4 n '4ri► a ¢ r n o ° Rafter or Truss , �4 DfiR,4UJN DP V 0°Ma 3 „ • Min 10o 30° Y" minimum edg ° 2 Optimal 22 Y2 distance for full SDWC15450 Z �. ° a ° values (with or Splice may be in � �, 30 10 0 without a plate upper or lower Y2' EDGE \� 1SSUED- Do not install in i Splice) plate p ) DISTANCE #. ENC; JOB : i�V7515 hatched area , Lv sDwc,5600 /2 Max 3" : XO ENCS DATE=12-0-1-201-1 Q /z Min SDWC1 to late s liceENCS for full values MIN Y2. EDGE POverhan TRUGTURAL GINEERLNG DFN: CC5/6D>pp W W�tl a „ /a Max 600 RE V1 SED : 1 DISTANCE . i 12:12 Note. Sloped -roof rafters may sloped up to and includ ng a . SDWC15600 P h n Rafter#o Top late s ow SDWC15600 SDWC15600 1 SDWC 2 SDWC O O a r t z • m S DWC1560 „ „ pitch and must be birdsmouth cut. SDWC15600 T T P similar Truss to op late s a Nat '' Stud -to -Bottom Plate shown, All other installations similar.LU OPT.5DINC INSTALLATION RANGE 3 OPT. SDWC STUD -TO -TOP PLATE DW INSTALLATION RANGESTUD-TO-SILLs SDWGMIN. EDGE DISTANCE FOR TOP PLATE SPLICES C G ,t,t1 SIM FOR STUD TO TOP PLATE CONNECTION 4 CONNECTION THROUGH NARROW FACE 4a AT NARROW FACE OF STUD c ) OPT. SDWC PLATE CONNECTIO THROUGH NARROW FACE AT FDN SDWC EDGE DISTANCE AND SPACING INF R .ATI 3 O M 0 " � ° EIV � " La .® -� Q 1 STANDARDSDWCROOFTOWALLINSTAl1ATfON 1a ALLATm RANGE STANDARD SDWCROOFTOWALLINST 2 OPT. SDWC INSTALLATION-IRU.SSoRAFTFRALIGNEb WITH STUD Za •a 71 57 n ST E P `9 ' J Z DEREK El. MURRAY, P.E. Q P.E. No. 71457 12-07-2017 1 METAL CONNECTOR ENGINEERING i, B ora. c arvf 7�4 " MAX 16" MAX 2x NO 2 SYP NAILER FASTENED TO 2x4 NO.2 SYP CATS @ 12" O.C. DOUBLE TOP PLATE W/ 10d 3" FASTENED TO DOUBLE TOP 2x4 NO.2 SYP NAILER TO @ PLATE WL(4) 10d AND TO EACH TRUSS BOTTOM CHORD HTT5 AT CORNER 2x6 O.C. AND TO (1) ADJACENT TRUSS BOTTOM CHORD W/ 10d 3" O.C. ADJACENT TRUSS BOTTOM W/ 10d @ 3" O.C. STUD PACK (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO CHORD W/ (3) 1 O TOE -NAILS. 2x4 OPPOSITE SIDE OF WEBS. DIAGONAL APPLIED AT SHEATH INSIDE FACE ONLY IF NOTED ON APPROXIMATE 45° ANGLE TO NO LESS THAN 3 TRUSSES, MIN 36" SCAB`W/ 20 10d TO O CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD FRAMING PLAN. ACCEPTABLE TO STOP BUILDER ( ) CORNER II II IJ II SIZE CLR TRUSS BOTTOM SCAB 1\ SHEATHING AT GOAL POST O I FULL HEIGHT STUD CONTINUOUS LATERAL RESTRAINT 4. ALL FASTENERS SHOWN ARE .931"x 3" LONG (UNO). o 7/6 OSB SHEATHING FASTENED 2x6 x PER PLAN. (CLR). QUANTITY AND LOCATION 2x4 (1)2x6 TO NAILER W/ 10d @ 3" O.C. - - - - - - (2)2x4* DEFINED BY TRUSS SHOP DRAWING. 1 ROW AND TO DOUBLE TOP PLATE W/ (1)2x8 I I / FASTEN STUDS TO CORNER 2x6 5. DESIGNED PER BCSI-B3, 2007. w 10d @ 3" O.C. N 0 0 X STUD GROUP W/ (2) ROWS 1 O WEATHER STRIPPING/STCiP 6" O.C., STAGGERED, STOP NAILS AT HEADER END OF SHEATHING 70 STUDS PER, SHEATHING TO STUDS PER, ---/' ER, SHEATHING TO STUDS PER, / AT BOTTOM 24" OF STUD FOR ` TABLE 2: WOOD STRUCTURAL TABLE 2: WOOD STRUCTURAL TABLE 2: WOOD STRUCTURAL W/ 2" SQUARE WASHER CONNECTOR INSTALLATION PANEL SHEATHING L SHEATHING PANEL SHEATHING PANE G JACK AND KING STUDS. SEE PLAN FOR QUANTITIES. HTT5 GARAGE BOOR G G OPTIONAL HTT5 AT CORNER STUD RETURN, AS SHOWN. SEE REQUIREMENTS, SHEET ST -1 REQUIREMENTS SHEET ST -1 REQUIREMENTS SHEET ST -1 PACK INSTALLED IN GARAGE WALL APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE vii GARAGE RETURNS TO BE PLAN VIEW ILO SIDE WALL. SIDE OF WEBS MADE OF MORE THAN ONE PIECE, OPTION 1 OPTION 2 OPTION 3 i FRAMED AS 2x6. EXTERIOR WALL SHEATHING DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE o N ALTERNATIVE HOLDOWN AT HEADER AT CORNER • INTERIOR SHEARWALL DETAIL 4901 Belfort Rd Suite 140 00 N EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS ------------ °°. OPTIONS IN NOTE BELOW: 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS SIMPSON MSTA24. @MAX 16" O.C. AS BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d TOE -NAILS AT 4" O.C. REQUIRED 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE 16„ O.C. THE SHEARWALL RUNS PARALLEL TO THE TRUSSES, THIS IS A PREFERRED FASTEN SHEATHING TO ( TRUSSES NEEDING BRACING cq N ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. GARAGE RETURN STUDS, STUDS MINIMUM AT N TOP PLATE, AND BOTTOM • C CORNER PLATE AS SHOWN W/ 8d •,•• LATERAL BRACING - MULTIPLE TRUSSES w COMMON AT3"O.C. J • • INSTALL (1) SIMPSON HTT5 AT 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO) > •�•• CORNER END OF RETURN OR IN 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY Z O KING AND JACK STUDS 3/6' DIA. ALL -THREAD W/ 2" ' ' • . RETURN WALL A7 CORNER END. CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS: co PER ENGINEERING ROUND WASHER DRILLED ( I SEE ALTERNATIVE HOLDOWN 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS U FINISH AND TRIM WORK B AND EPDXIED INTO ,'.' OPTIONS IN NOTE BELOW. NEEDINGTR T BRACING ON THE INDIVIDUAL USS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 0 F- _z ry CL SINGLE STUD TYPICAL (3) i CORNERS. STUD MAY BE -------------- Z w Z W 6„Max _j6"MAX j6"MAX ORIENTED IN EITHER DIRECTION. 0 2 MONOLITHIC FOOTING OR 2x6 SYP GOAL POST f m m STEMWALL PT NO 2 SYP BOTTOM PLATE ATTACHED TO STUDS W/ NOTE: w W i cTYP ALL (4) SIDES. (2) ROWS OF 3-%" GALV IN LIEU OF SPECIFIED DECK SCREWS FOR DECK SCREWS @ 12" O.C. GOAL POST ATTACHMENT, THE GARAGE T -BRACE FASTENED TO BEAM (OR GABLE TRUSS) DOOR SUPPLIER MAY SPECIFY A WEB W/ 40d AT 6" O.C. ABOVE PER PLAN." GARAGE DOOR TRACK FASTENING PATTERN OF THE GARAGE ATTACHED PER MAN F. DOOR TRACK DIRECTLY TO THE KING AND u ELEVATION VIEW. WRITTEN SPECIFICATIONS JACK STUDS, THROUGH THE GOAL POST. • BEAM ABOVE BRACE SUBSTITUTE BUILDER WEB MEMBER SPECIFIED ALTERNATE BRACING CONCRETE W/ 7" EMBED SIZE CLR T OR L SCAB 1\ 1 • (1)2x4 4. ALL FASTENERS SHOWN ARE .931"x 3" LONG (UNO). o LL ' 2x6 I PER PLAN. 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6. (2)2x4* INSTALL 1 SIMPSON HTT5 1 ROW 2x6 (1)2x8 I I / 2 ROWS 2x6 5. DESIGNED PER BCSI-B3, 2007. w x 4" EMBED ANCHOR BOLT WEATHER STRIPPING/STCiP AT HEADER END OF / BOTTOM PLATE W/ 2" SQUARE WASHER i GARAGE BOOR G G RETURN, AS SHOWN. SEE vii REQUIRED IN THIS PLATE ONLY. i ALTERNATIVE HOLDOWN • • 4901 Belfort Rd Suite 140 00 ------------ OPTIONS IN NOTE BELOW: SINGLE STUD TYPICAL (3) i CORNERS. STUD MAY BE -------------- Z w Z W 6„Max _j6"MAX j6"MAX ORIENTED IN EITHER DIRECTION. 0 2 MONOLITHIC FOOTING OR 2x6 SYP GOAL POST f m m STEMWALL PT NO 2 SYP BOTTOM PLATE ATTACHED TO STUDS W/ NOTE: w W i cTYP ALL (4) SIDES. (2) ROWS OF 3-%" GALV IN LIEU OF SPECIFIED DECK SCREWS FOR DECK SCREWS @ 12" O.C. GOAL POST ATTACHMENT, THE GARAGE T -BRACE FASTENED TO BEAM (OR GABLE TRUSS) DOOR SUPPLIER MAY SPECIFY A WEB W/ 40d AT 6" O.C. ABOVE PER PLAN." GARAGE DOOR TRACK FASTENING PATTERN OF THE GARAGE ATTACHED PER MAN F. DOOR TRACK DIRECTLY TO THE KING AND u ELEVATION VIEW. WRITTEN SPECIFICATIONS JACK STUDS, THROUGH THE GOAL POST. • Jacksonville FI 32256 CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING a Fax: (904) 262-9861 SIZE CLR T OR L SCAB 2K4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6. (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* Jacksonville FI 32256 �. Phone: (904) 262-9898 a Fax: (904) 262-9861 o W Q cn LO r -- - - - - L -BRACE FASTENED TO O WEB W/ 10d AT 6" O.C. Z 71 " FASTENED T srugs wi 8d GARAGE DOOR JAMB DETAIL WITHOUTBUCK OMMONS 3" O.C. ALONG PANEL EDGES. /'+ GARAGE RETURN SINGLE TRUSS BRACING w co C @ G 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL z ALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY: RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE m DBL STUD GROUP TO SLAB W/LTT20B OR DTT2Z. (1) STHD14 = (1) HTT5 (MONOLITHIC) SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. x (2) PA51 = (1) HTT5 (STEMWALL)WEB W/ 1 O AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR Ujw DBL STUD SUPPORTING BEAMS. EACH BEAM TO (2) %4 x 2-%" TAPCONS = (1) ANCHOR BOLT IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. z STUD GROUP W/ HTS20 OR MSTA24. REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND z 6" MAX s°MAX as^ MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. w TYPICAL BOX COLUMN DETAIL PERMANENT WEB BRACING * ACTUAL BEAM ORIENTATIONS MAY VARY (DETAIL MAY BE USED ON COLUMNS 8" OR GREATER) OJ ROOF DECK NOTE: PER THE FBC 5th EDITION (2014) 2304.11 PROTECTION AGAINST DECAY Z AND TERMITES, THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED TRUSSES PARALLEL TO WALL: U ACCORDING TO ONE OF THE FOLLOWING TWO OPTIONS: 2x4 SPF (M1 ) NAILER FASTENED OR RAFTER t� TO DBL TO' PLT W/ 10d @ 3" O.C. ` .z - a 2x4 SPF (MIN) BLOCKING TOE -NAIL 2x4 N0.2 SYP BLOCKING OPT #1 - BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6 HORIZONTAL BETWEEN EACH TRUSS. BETWEEN TRUSS TOP CHORDS W/ SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8 TRUSS PER ENDICULAR TO WALL: FASTENTO BEAM w/ 10d (3) 10d COMM NS EACH END ROOF DECK p Uj VERTICAL SEPARATION FROM GRADE. // � 2x SPF (MIN) BLOCKING U / BETWEEN =ACH TRUSS. FASTEN @ 4" O.C. 2x4 SYP OUTRIGGER @ 24" O.C. o . Y- TRUSS TO • • • CLIP TO GABLE TOP CHORD WITH OPT #2 - BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED TO DBL TOP PLT W10d @ 4` O.C. p 4 1 H2.5T w/ 10 In ry 36 LONG SPF SCAB W/ (20) 1 Od TO w/ SDWC15600 8d x 1 -' SEPARATION ACCORDING TO OPT #1, AND MUST BE FRAMED AND PORCH BEAM SHEATHED WITH PRESERVATIVE -TREATED MATERIAL. n 2 SYPBLOCKING BEWEEN CORNER STUD ONLY WHEN HOLD , 'Li 2x4 N0.T cn DOWNS ARE SPECIFIED ON PLAN. OUTLOOKERS. FASTEN EACH U %" OR THICKER CDX BLOCK TO ROOF DECK AND DBL Z W 2x SPF CORNER STUDS FASTENED TO FASTEN 2x6 NO.2 SYP TOP PLT WITH 8d COMMON @ 3" O.C. } _ OR Oso TRUSSES, RAFTERS DIAGONAL BRACE TO °o 2x WALL FRAMING OR BLOCKING W/8d BLOCKING w/ (6) GABLE TRUSS z ALTERNATE CORNER DETAIL COMMONS @ T' EDGE PORCH BEAM 10d COMMONS I 12" FIELD. w PORCH BEAM TO POST: 2x6 N0.2 SYP DIAGONAL BRACE h ... WOOD STRUCTURAL(1) MSTA24 SEE PLAN WALL SHEATHING PER PLAN u� j O . UP TO 8FT SINGLE 2x6 ONLY I a SHEATHING POST TO SLAB. < ABU POST BASE ANCHOR • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE OR DTT2Z L OR T BRACE VERTICAL 4 N .2 SYP 2x O BLOCKING REINFORCEMENT PER m (UNLESS NOTED OTHERWISE) OUTLOOKERS• I TRUSS ENGINEERING w FASTEN EACH BLOCK TO ROOF TYPICAL PARCH SHEATHING DETAIL FASTEN 2x6 NO.2 SYP"T-BRACE DECK w/ 8d COMMON @ 3" O.C. THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES TO DIAGONAL BRACE w/ 10d UNLESS NOTED OTHERWISE. COMMONS @ 3" O.C. p 1 ROOF DECK 2x4 SYP OUTRIGGER @ 24" O.C. 8'-0" OR AS SHOWN ON PLAN w CLIP TO GABLE TOP CHORD w/o z Y2" „ V V V 1.� 2x4x8'-0" NO.2 SYP LATERAL �n �rL�..,�, LO rJ' (1) H2.5T w/ (10) 8d x 1 /� BRACE @ 48" O.C. FASTENED ° d' O • FASTEN DBL STUDS TO TOP PLATE AT TO EACH TRUSS w/3 10d r� � 0(::r=�N END OF: SHEARWALL AND KING STUDS W/ OBOULEVARD GABLE TRUSS COMMON U (2) MSTA24. ATLANTIC $EAC..;}•"I, EL • FASTEN STUD GROUPS TOGETHER W/ ME Q 12d @ 8" O.C. (TYP) FASTEN 1 SIMPSON Al E CONNECTOR -`DBL TOP PLATE PER PLAN HEADER PER PLAN O SON HG 0 BRAC O ECTOR FROM TO DIAGONAL BRACE TO TOP PLATE > C9 i O NAIL THROUGH %6' OSB INTO SPF OR GABLE TRUSS TO TOP CHORD CONNECTICV z BETTER FRAMING WITH 8d @ 3" O.C. (TYP ) z AT HATCHED EDGES) A) TOE -NAIL TRUSS BOTTOM U #. CHORD TO TOP PLATE' H JOB . 0,5012 w/10d COMMONS @ 8 O.C. 2x6 FRAMED EXTERIOR L�'j' ; j • 2x FLATWISE BLOCKING BETWEEN GABLE DBL CROSS PLATE ABOVE AND BELOW WALL PER PLAN a D E 0-11-201-1 cn .TRUSS/GIRDER TRUSS BOTTOM CHORD AND OPENING TO DBL 2x4 BLOCKING W/ (2) CS18 B) STRAP TRUSS TO TOP PLATE � p i��4UJN. D P �✓ INTERMEDIATE TRUSS BOTTOM CHORD AS OR (2) MSTA36 (TYP AS SHOWN) WITH MSTA12 w/ (8) z SHOWN, 10d COMMONS @ 48 O.C. ALIGN WITH OPPOSING TRUSSES @ MAX 48 O.C. ISSUED: •.ATTACH EACH BLOCK TO TRUSS BOTTOM 3 Q CHORD W/ ENCS JOB f=V-IJ-C�J 'LV (3) 10d TOE -NAILS �� ENCS D;4TE:12-OSI-2sali � e Fie I ... ............ GABLE ANGLE BRACING DETAI (W/ HGA10) B� EXENrz; Di�i�l: CGS./SDS W 1) MAX: TRUSS SPACING = 24 O.C. �: S RUCTURA ENGINEERING W x Ix 2) 'OUTLOOKERS, BLOCKING &CLIPS MAY BE ITTED FROM REVISED. BOTTOM j' PLATE ANCHORS AT 24 O.C. (UNO) OVERHANG PORTION OF DETAIL FOR NON- ROPPED GABLE ` � w FLATWISE BLOCKING TO GIRDER PER TYPICAL WALL SECTION „ , . TRUSSES W/ 12 OR LESS OVERHANGS. �,, - s�< BOTTOM CHORD / OPPOSING E N • HTT5 AT WALL SEGMENT END STUDS `w , ,• TRUES BOTTOM CHORD W/ CS18 GABLE TRUSS TO TOP PLATE CONNECTION • J • AT SECOND LEVEL WALLS END STUDS TO W/ (4) 10d 1/, -NAIL GABLE BOTTOM CHORD TO DBL EACH END 1. TOE 1ST LEVEL STUDS W/ MTA R a o 71 57 Q „ (2)MSTA36 36 O TOP PLATE W/ 1 Od @ 4 O.C. 2 18 1ST LEVEL T T 2. STRAP TRUSS TO TOP PLATE WITH ( )CS , STUDS O SLAB,W/ U HTT5 * : m - cn MSTA12 W/ (8)1Od @ 48 O.C. OR TOP • HTT5 MAY INSTALLED AROUND CORNER PLATE TO TRUSS BOTTOM CHORD W/F' F- A .• ATTACH EACH BLOCK TO DBL TOP SDWC15600 INSTALLED VERTICALLY" • QA • LTT19, LTT20B, OR DTT2Z AT KING/JACK.... TE W/ 3 1Od FACE NAILS PLA O STUDS .. a•,, : ' VE FROM ABO • AT SECOND LEVEL WALLS, KING/JACK ��'� ) a�a�•- ��®® STUDS TO 1ST LEVEL STUDS W/ MSTA36 ��" 2134001 O GABLE BRACING DETAIL OR CS18, 1ST LEVEL STUDS TO SLAB Wi ((`��((�� DEREK B. MURRAY, P.E. Q V B2 HOLD DOWN. t P.E. No. 71 457 SW SPECIAL SHEARWALL DETAIL • (6) NAILS OF LTT20B MAY BE OMITTED 12-07-2017 SHEATH ONLY ONE FACE OF WALL, LINO • TH S DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS METAL CONNECTOR ENGINEERING Bol. • Q Notes HVACNotes HVAC w otesHVACW ' 5.5 Ver.5 >f the FRC requires that all bath exhaust fans have a minimum airflow of 50 cfm. The specified bath 11.0 Thermostats I`- 1.0 Design Criteria q p 11.1 Honeywell Pro600 0 r r m l the o am ab e thermostats or X Ver 5 Florida Building Code. exhaust. fans are listed in the table below. Y � g equivalent _ II Ver 5 Florida Mechanical Code Ver 5 Florida Energy Conservation Code RCCA Manual J 8th edition RCCA Manual S ACCA Manual D 2009 -2014 Rev. RCCA Manual T 12.0 Building Specifications 12.1 Kitchen exhaust make up air will be provided as required, via a 10 inch make up air duct that penetrates the roof terminating in a J vent. The duct will have a Normally Closed Power Open damper that willreceive it's signal from a pressure switch in the kitchen' exhaust duct or a relay 0 g p y y connected to the kitchen exhaust W controls. This same signal will be used to activate the hvac zone in which the kitchen is located. H O Z 13.0 Manual S Wn 2.0 Installation Notes LL 2.1 Equipment connection shall be verified with manufacturer specifications. 6.0 Return Grills �- a „r II _ 6.1 All return rills are to be Aluminum louvered style. Stamped rills are not permitted. JACK Std N V l Lt E l m 1. _ 2.2 If any equipment is to be located in the. attic then FECC Ver 5 R403.2.4 requires.g e ty S p g p � � � . BUIL Manual 2.2.1 The service panel must be located within 6 feet of the attic access System Selection 'PAMEROFTHEYEAR T_ Su lotd Celle ee 6.2 All return ill are to be H&C RCB rine or Air Guide RA CB Substitutions mut approved in advance. rl 2.2.2 A device installed to alert homeowner or shutdown the unit when the condensate dram is malfunctioning. t grills Grilles G b s be app o d adva e U) 2.2.3 The attic access opening is large enough to replace the unit. Providence Homes Cellar Residence v17.10 OS012 W 2.2.4 A notice is osted on the electrical service Anel indicating to the home owner that the air handler is located 7.0 HVAC Specifications _J p p g 7.1 All rooms with an 8x4 rill will require an OBD rill similar to H&C A611 OBD or Air Guide CB -OB -1 M in the attic. g q g Substitutions must be approved in advance. 2.3 If any equipment is to be located in the attic then FRC -Ver 5 M1305.1.3 requires: _ 7. All duct board dimensions are internal e 1.5 inch duct board unless specified otherwise. 2.3.1 An unobstructed passageway large enough to allow removal of the largest object the passageway shall be 2 u dimensions. Use p level with continuous flooring and be at least 24" wide and not more than 72 " long . Also a work space in front of the appliance shall be at least 30 wide and 30" long. A light fixture with receptacle outlet controlled 7.3 FMC er. 5 M603.1.1 must provide a 4 minimum clear space around all air handlers. by a switch at the passage entrance is also required. 8.0 HVAC Zoning 3.0 Air Distribution System 8.1 All supply zoning dampers shall be Honeywell ARD* *TZ style or equivalent. 3.1 All duct system construction and sealing to adhere to the sealing and mechanical attachment requirements Y g g g stem I 8.2 All zoning s will have a bypass duct and damper with the duct size shown on the drawing. specified in the SMACNA standards. Y Yp . P g P 8.3 The b ass damper will be a Honeywell TrueZONE Bypass - CPRD orequivalent. 3.2 All duct sizes lists are clear Inside dimensions. Yla p Yu' YP length with a maximum of 5% greater than the span length is permitted. 9.0 HVAC Filters - 3.3 All flexible duct runs are. to be cut to ngt g p gt 9.1 All air Handlers will be equipped with a low static filter assembly. One inch pleated filters are NOT permitted. H i T t permitted as the primary seal. 3.4 All connections to be sealed with UL 181 approved mastic. ape is no p pr ry_ 3.5 No crimping or crushing is permitted at any point. 10.0 HVAC legend I 3.6 The mixing box entrance connection is to be made at the end of the box. All secondary ducts will be connected on the sides, top or bottom of the box. No secondary ducts maybe connected to the ends of the mixing box. 3.7 All rigid trunks are to be fabricated from 1.5 inch fiberglass duct board unless otherwise specified. g g p i 3.8 All flexible ducts are to be fabricated from flex ducts with R6 insulation. I i 4.0 Supply Grills 4.1 All supply grills are to be louvered style. Stamped grills are not permitted 4.2 All single throw supply grills are to be H&C A611 or Air Guide CB -1. Substitutions must be approved in advance. 4.3 All double throw supply grills are to be H&C A612 or Air Guide CB -2. Substitutions must be approved in advance. 4.4 The grill sizes listed in the Manual D or in the drawing may not be changed without prior approval. 4.5 Grill locations may be altered to accommodate nearby trusses. 5.0 Exhaust and Ventilation 5.1 Run time ventilation is provided for each system. A four inch flexible duct will connect to a non-metallic grill at the eave. The other end of the duct will connect directly to the return plenum. There will be a Manual Balancing damper and a Normally Closed Power Open damper installed in the duct at the air handler. This will permit outside air to enter only when the system is running. There will also be labeled "Ventilation Off" shut off switch located at the air handler to permit manual override. BATH EXHAUST FANS 62.2 Exhaust Airflow Listed on the T&B Specification Sheet ASHRAE ASHRAE 62.2 Exhaust Fan Panasonic FV -05-11 VKSL 1 or equivalent Secondary Exhaust Fans Broan AE80B or equivalent 12.0 Building Specifications 12.1 Kitchen exhaust make up air will be provided as required, via a 10 inch make up air duct that penetrates the roof terminating in a J vent. The duct will have a Normally Closed Power Open damper that willreceive it's signal from a pressure switch in the kitchen' exhaust duct or a relay 0 g p y y connected to the kitchen exhaust W controls. This same signal will be used to activate the hvac zone in which the kitchen is located. H O Z 13.0 Manual S Wn 2.0 Installation Notes LL 2.1 Equipment connection shall be verified with manufacturer specifications. 6.0 Return Grills �- a „r II _ 6.1 All return rills are to be Aluminum louvered style. Stamped rills are not permitted. JACK Std N V l Lt E l m 1. _ 2.2 If any equipment is to be located in the. attic then FECC Ver 5 R403.2.4 requires.g e ty S p g p � � � . BUIL Manual 2.2.1 The service panel must be located within 6 feet of the attic access System Selection 'PAMEROFTHEYEAR T_ Su lotd Celle ee 6.2 All return ill are to be H&C RCB rine or Air Guide RA CB Substitutions mut approved in advance. rl 2.2.2 A device installed to alert homeowner or shutdown the unit when the condensate dram is malfunctioning. t grills Grilles G b s be app o d adva e U) 2.2.3 The attic access opening is large enough to replace the unit. Providence Homes Cellar Residence v17.10 OS012 W 2.2.4 A notice is osted on the electrical service Anel indicating to the home owner that the air handler is located 7.0 HVAC Specifications _J p p g 7.1 All rooms with an 8x4 rill will require an OBD rill similar to H&C A611 OBD or Air Guide CB -OB -1 M in the attic. g q g Substitutions must be approved in advance. 2.3 If any equipment is to be located in the attic then FRC -Ver 5 M1305.1.3 requires: _ 7. All duct board dimensions are internal e 1.5 inch duct board unless specified otherwise. 2.3.1 An unobstructed passageway large enough to allow removal of the largest object the passageway shall be 2 u dimensions. Use p level with continuous flooring and be at least 24" wide and not more than 72 " long . Also a work space in front of the appliance shall be at least 30 wide and 30" long. A light fixture with receptacle outlet controlled 7.3 FMC er. 5 M603.1.1 must provide a 4 minimum clear space around all air handlers. by a switch at the passage entrance is also required. 8.0 HVAC Zoning 3.0 Air Distribution System 8.1 All supply zoning dampers shall be Honeywell ARD* *TZ style or equivalent. 3.1 All duct system construction and sealing to adhere to the sealing and mechanical attachment requirements Y g g g stem I 8.2 All zoning s will have a bypass duct and damper with the duct size shown on the drawing. specified in the SMACNA standards. Y Yp . P g P 8.3 The b ass damper will be a Honeywell TrueZONE Bypass - CPRD orequivalent. 3.2 All duct sizes lists are clear Inside dimensions. Yla p Yu' YP length with a maximum of 5% greater than the span length is permitted. 9.0 HVAC Filters - 3.3 All flexible duct runs are. to be cut to ngt g p gt 9.1 All air Handlers will be equipped with a low static filter assembly. One inch pleated filters are NOT permitted. H i T t permitted as the primary seal. 3.4 All connections to be sealed with UL 181 approved mastic. ape is no p pr ry_ 3.5 No crimping or crushing is permitted at any point. 10.0 HVAC legend I 3.6 The mixing box entrance connection is to be made at the end of the box. All secondary ducts will be connected on the sides, top or bottom of the box. No secondary ducts maybe connected to the ends of the mixing box. 3.7 All rigid trunks are to be fabricated from 1.5 inch fiberglass duct board unless otherwise specified. g g p i 3.8 All flexible ducts are to be fabricated from flex ducts with R6 insulation. I i 4.0 Supply Grills 4.1 All supply grills are to be louvered style. Stamped grills are not permitted 4.2 All single throw supply grills are to be H&C A611 or Air Guide CB -1. Substitutions must be approved in advance. 4.3 All double throw supply grills are to be H&C A612 or Air Guide CB -2. Substitutions must be approved in advance. 4.4 The grill sizes listed in the Manual D or in the drawing may not be changed without prior approval. 4.5 Grill locations may be altered to accommodate nearby trusses. 5.0 Exhaust and Ventilation 5.1 Run time ventilation is provided for each system. A four inch flexible duct will connect to a non-metallic grill at the eave. The other end of the duct will connect directly to the return plenum. There will be a Manual Balancing damper and a Normally Closed Power Open damper installed in the duct at the air handler. This will permit outside air to enter only when the system is running. There will also be labeled "Ventilation Off" shut off switch located at the air handler to permit manual override. anual J Loads System Number Flex Duct with R-6 insulation Total Rigid Duct - Fiber Board .;all dims are ID 47,235 111 _2& 6 H&C A611 Single Throw -Supply Grill or Equivalent Sensible Gain 12X6 H&C A612 Double `Throw Supply Grill or Equivalent 28,771 ,2X,z H&C RH45 or RCB Return Grill or Equivalent 6,622 A14U Supply 35,393 ,3 3 AHRI Number AHU Return Load in Tons A6 Honeywell TrueZONE Bypass Damper or equivalent 2.95 s ro Duct Size Symbol - 8" 40 Supply Flex Duct Floor Penetration .Minimum 40 Return Flex Duct Floor Penetration 90 72 Manual Balancing Damper 3.5 Real Tons Thermostat , • Supply Zone Damper NOPC 3.4 0 Two way grill Wall grill 40,305 Detailed Sensible capacity Secondary Bath Fan > 50 cfm ASHRAE 62.2 Ventilation Bath Fan 28,365 Detailed Latent capacity e ap y Round Galvanized steel duct, R-6 Ins., all dims ID Rect Galvanized steel duct, R-6 Ins., all dims ID 11,940 Adjusted Sensible capacity Fresh Air NCPO & Manual Dampers anual J Loads System Number 1 Total Heat Loss 47,235 Condenser 47,235 Sensible Gain 28,771 28,771 Latent Gain 6,622 6,622 Total Gain 35,393 ,3 3 AHRI Number 35,393 Load in Tons 2.95 Q 2.95 Section serving whole house Section Area 3,473 Volume ASHRAE 62.2-2010 Required ventilation .Minimum 3,473 47,122 Maximum Nominal 69 90 72 VAC Equipment Specifications System Number 1 U Total Condenser CH14NB042****A Jacksonville FI 32256 Air handler FB4CNP042L Fax: (904) 262-9861 - AHRI Number 9162578 Q SEER 14 14.0 Nominal Tons 3.5 3.5 Real Tons 3.4 3.4 Detailed Cooling capcity 40,305 40,305 Detailed Sensible capacity 28,365 28,365 Detailed Latent capacity e ap y 11 940 11,940 Adjusted Sensible capacity 31,024 31,024 Adjusted latent capacity 9,281 9,281 Airflow 1,282 1,282 KW 8 5.2 The Ver. 5 Florida Mechanical Code 505.2 requires that " Exhaust Hood systems capable of exhausting in excess W w J of 400 cfm shall be provided with make up air at a rate approximately equal to the exhaust air rate." Therefore, if the kitchen exhaust exceeds 400 cfrn provisions for make up air are required. Exception: more than 400 cfm (� but no more than 800 cubic feet per minute if there are no gravity vent appliances within the conditioned living i required, .space of the structure. If make up air s requ , see section 12.0 Z _ exhaust ' 5.3 ASHRAE 62.2-2010 will be accomplished by using a continuous duty rated bath exh t fan. This T\4 0 0 exhaust fan will feature a manual shut off switch. The switch will be labelled "Ventilation Off". • Q U 4901 Belfort Rd Suite 140 W Jacksonville FI 32256 Phone: (904) 262-9898 Z Fax: (904) 262-9861 - Q E 5.2 The Ver. 5 Florida Mechanical Code 505.2 requires that " Exhaust Hood systems capable of exhausting in excess W w J of 400 cfm shall be provided with make up air at a rate approximately equal to the exhaust air rate." Therefore, if the kitchen exhaust exceeds 400 cfrn provisions for make up air are required. Exception: more than 400 cfm (� but no more than 800 cubic feet per minute if there are no gravity vent appliances within the conditioned living i required, .space of the structure. If make up air s requ , see section 12.0 Z _ exhaust ' 5.3 ASHRAE 62.2-2010 will be accomplished by using a continuous duty rated bath exh t fan. This T\4 0 0 exhaust fan will feature a manual shut off switch. The switch will be labelled "Ventilation Off". • CELLAR RES Supply Trunk Sizes Trunk,TI Size 16it Trunk=T2 Size Q Trunk'T3 Size 12" x 10" Trunk T4 Size 12"` x 11 " Trunk T5 Size 0 Trunk T6 Size y W II I I G CELLAR RES Supply Trunk Sizes Trunk,TI Size 16it Trunk=T2 Size 121' x 16" Trunk'T3 Size 12" x 10" Trunk T4 Size 12"` x 11 " Trunk T5 Size 14" Trunk T6 Size ' 121 X WZ11Z 0n w 04 Z ry 4 00 U) W J V 4901 Belfort Rd Suite 140 U) Jacksonville Fl 32256 (D Phone: (904) 262-9898 Z Fax: (904) 262-9861 O X ----' - - jI-1 t _ I F - II II ( ! II I I ! W I FY ( !I II I! ! - Z II I ( { {I I II ! sU) Uj I !i I 1 Ia I I aI II I! - I FOYER I j - � 11 I! ! 1 I BATH #4Lj I F � I I - - ---� - _ _ - - t- 6 I` KITCHEN ! I BUTLER � ! DINING PANTR0 I ---- — — -- -- I LA� L� ISSUED: k Q 291-4„_ ENG JOB* ENG DATE:.. W ENG DRN W REVISED: _ H 12-7-17 W J Q 1st LEVEL MECHANICAL PLAN SC 1/4 1 4 Z 0 0 Born.. JLLIL Care Ij> � I i � 11 II I I I I r STUDY Ii II I I I IMI 1 I ATLANTIC BEACH FL �I LA� L� ISSUED: k Q 291-4„_ ENG JOB* ENG DATE:.. W ENG DRN W REVISED: _ H 12-7-17 W J Q 1st LEVEL MECHANICAL PLAN SC 1/4 1 4 Z 0 0 Born.. JLLIL Care I i I I CELLAR LOT 5 r -- I I OCEAN BOULEVARD 1 I ATLANTIC BEACH FL I I JOB#: OS012 0 I I DRAWN: DP — CH KD' LA� L� ISSUED: k Q 291-4„_ ENG JOB* ENG DATE:.. W ENG DRN W REVISED: _ H 12-7-17 W J Q 1st LEVEL MECHANICAL PLAN SC 1/4 1 4 Z 0 0 Born.. JLLIL Care CELLAR RES Supply Trunk Sizes Trunk T 1 Size 1611 Trunk T2 Size 12" x 16" Trunk T3 Size 12" x 10" Trunk T4 Size 12" x l 1 " Trunk T5 Size 141' Trunk T6 Size 1211 0 W CELLAR RES Supply Trunk Sizes Trunk T 1 Size 1611 Trunk T2 Size 12" x 16" Trunk T3 Size 12" x 10" Trunk T4 Size 12" x l 1 " Trunk T5 Size 141' Trunk T6 Size 1211 X Z lt4m 0 LLJO O c z x � LL Note: Per FECC -5th Edition R403.2.4 r 1. The service panel must be located within 6 feet of the Note: Per FRC -5th Edition M1305.1.3 LI attic access An unobstructed passageway large enough to allow 2. A device installed to alert homeowner or shutdown the removal of the largest object the passageway shall be 00 unit when the condensate drain is malfunctioning. not less than 30" high and 24 inches wide with �... 3.The attic access opening is large enough to replace the continuous flooring and not more that 20' long. Also a unit. level work space in front of the appliance shall be at Note: Elevate the ducts high. -- 4.A notice is posted on the electrical service panel least 30,, wide and 30" long. A light fixture with indicating h at the air handler is above the platform to W d catmg to the home owner that receptacle outlet by a switch at the passage permit easy access to the J located in the attic. entrance is also required unit Q V 4901 Beifort Rd Suite 140 V) Jacksonville F# 32256 Ur Phone: (904) 262-9898 Fax: (904) 262-9861 LJ II i j II — - -- STORAGE-- WIC 6 { I I BATH #2 - -- 11 II ( BED #2 - ---- -'I OWNER_ it ! 18 ---- - 2 9 I IN l ! — NOTE: PER FRC -5TH EDITION G2 39.4 WI W COMBUSTION AIR AN OPENIN 3 f HAVING AND AREA NOT LESS TI IAN 13 100 SQ INCHES SHALL BE PROVIDED 1212I ,s TS 1 61-111 ! x 1 j I` . n i T - ?. --S 1rS �� , I !1 II I I! I N � I � { „ III II LAUNDRY LI i J I 7 >ox > xio ! r- i. _ y - ry E-. l... I SII III I I s — 4 - - -- I i I J 1 I i rA 6 BATH 3 I ! II —_� 71 TH ! ASVHEB12NAA7TEIH L6A2F : BED #3ON O WIC 010 7 L -_ J 2#4� CELLAR LOT 5 C j _ _ — OCEAN BOULEVARD 6 W , I ! L RD - - -_- - I! { 4 o ,I ATLANTIC BEACH FL WC -� L -J 1 r - - — — - L -J JOB* O S 012 � DATE: 10-17-17 Z DRAWN DP VENTILATION CHKD: 4" VENTILATION DUCT HAS A 4" ISSUED.. MANUAL DAMPER & A 4" NCPO Q DAMPER AND A LABELED ENG JOB* „VENTILATION OFF" SHUT OFFW SWITCH LOCATED AT THE AIR ENG DATE. HANDLER TO PERMIT H.O. ENG DRN: W OVERRIDE. REVISED: f— 12-7-17 W J - Q V � (� 2nd LEVEL ECHAN ICAL PLAN "SC" 1/411= i 1 -0it 0 Z 0 0