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350 OCEAN BLVD - REV 2-2-18 DWGSBuilding Code Florida Building and Residential Codes, 6th Edition (2017), Code for Design Loads IZ - Interior Zone (pso ANSI/ASCE 7-10 0 - 20 fe ROOF LOADING. ........ ................................... Cd =1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD ...... ......................7 PSF BOTTOM CHORD LIVE LOAD 51 - 100 fe ATTICS WITH LIMITED` STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE.......................10 PSF +24.9 -27.4 (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD ......................5 PSF WIND LOADING,........ ............. Cd = 1.60 ASCE 7-10, 3S GUST . ......... ...................... 130 MPH BASIC WIND SPEED -39.3 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 . 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 OCEAN BOULEVARD 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS .........LL/360 TL/240 TL MAX 3/4" WOOD I JOISTS ........ ....................... ...:..... LL/480 TL/240 ATLANTIC BEACH FL TL MAX %" NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (pso EZ - End Zone (psf) 0 - 20 fe +29.32 -31.8 +29.32 -39.3 21 - 50 ff +27.9 -30.39 +27.9 -36.4 51 - 100 fe +26.2 -28.7 +26.2 -33.0 101 - 200 ftz +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 U_ END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER'IRC FIGURE R301.2 (7) r ot a W "A' Ocean Beach, 4901 Belfort Rd Suite 140 U) Jacksonville F132256 *da Phone: (904).262-9898 z Fax: (904) 262-9861 Duval Drawing Index Sh L No DrawnTitle Sht. No. Draw><n Title g g 1 Title I Index S1 Structural Legends, Notes, Details 2 Architectural Foundation Plan (Stemwall) S2 Structural Foundation Plan (Monolithic/Stemwall) 3 Not Used S3 1st Level Structural Shearwall Plan 4 1st Level Floor Plan S3.1 1st Level Roof or Floor Framing Plan W 5 2nd Level Floor Plan S4 2nd Level Structural Shearwall Plan 6 Elevations S4.1 2nd Level Roof or Floor Framing Plan 7 Elevations S5 Structural Sections/Details 8 Roof Plan 56 Structural Sections/Details ..�. 9 7m 9.3 Sections/Details Mo Mechanical HVAC Specs 10 Not Used Ml 1st Floor Mechanical Plan - 11 1st Floor Electrical Plan M2 2nd Floor Mechanical Plan ,z 12 2nd Floor Electrical Plan m L_ 1 ST FLOOR 4.0 FT ( n.P) END ZONE DESIGNATION 2 2ND FLOOR 4.O FT (TYP) ENDZONE DESIGNATION r ot a W "A' Ocean Beach, 4901 Belfort Rd Suite 140 U) Jacksonville F132256 *da Phone: (904).262-9898 z Fax: (904) 262-9861 Duval Drawing Index Sh L No DrawnTitle Sht. No. Draw><n Title g g 1 Title I Index S1 Structural Legends, Notes, Details 2 Architectural Foundation Plan (Stemwall) S2 Structural Foundation Plan (Monolithic/Stemwall) 3 Not Used S3 1st Level Structural Shearwall Plan 4 1st Level Floor Plan S3.1 1st Level Roof or Floor Framing Plan W 5 2nd Level Floor Plan S4 2nd Level Structural Shearwall Plan 6 Elevations S4.1 2nd Level Roof or Floor Framing Plan 7 Elevations S5 Structural Sections/Details 8 Roof Plan 56 Structural Sections/Details ..�. 9 7m 9.3 Sections/Details Mo Mechanical HVAC Specs 10 Not Used Ml 1st Floor Mechanical Plan - 11 1st Floor Electrical Plan M2 2nd Floor Mechanical Plan ,z 12 2nd Floor Electrical Plan m CELLAR LOT 5 OCEAN BOULEVARD ATLANTIC BEACH FL 10 U) JOB#: OS012 Ur DATE: 10-17-17 z DRAWN: DP ABBREVIATIONS CHKD: AREAS ISSUED: ABV ABOVE FLR FLOOR SDLTS 'SIDE LIGHTS � Q AC AIR CONDITIONER FP FIREPLACE SGD SLIDING GLASS DOOR ENG, JOB* AHU ABOVE FINISHED FLO AIR HANDLER UNIT R FR FRENCH DOOR(S) FXD FIXED SH (2) SHWR SHELVES (QUANITY) SHOWER W TOWEL ENG DATE. BLK CABS BLOCK CABINETS FXT FIXTURE GLS GLASS T.B. T.P.H. BAR TOILET PAPER HOLDER 1st LEVEL LIVING (CONDITIONED). 1554 U) CLG CEILING HB NOSE BIB T&S TUB and SHOWER ENG DRN: W CHR CHAIR RAIL KS KNEE SPACE TEMP TEMPERED 2nd LEVEL LIVING (CONDITIONED): -1877 COFF COFFERED LAV LAVATORY TR TRANSOM REVISED: COL COLUMN LT LAUNDRY TUB VOL VOLUME TOTAL LIVING (CONDITIONED): 3431 �- COMP COMPRESSOR MRBL MARBLE WC WATER CLOSET 12-7-17 12717 CRN MLD CROWN MOULDING MC MEDICINE CABINET WD WOOD GARAGE (ENCLOSED UNCONDITIONED): 334 �# W CVAC CENTRAL VACUUM SY TEM MIR MIRROR WH WATER HEATER 2 2-2-18 J DBL DOUBLE MTL METAL WNCT WAINSCOT COVERED PATIO (UNENCLOSED SPACE)- 347 DIAG DIAGONAL OH OVERHEAD' WS WATER SOFTENER 4 DR DOOR OPNG OPENING WASH WASHER ENTRY_ UNENCLOSED SPACE): ( } 177 DRY DW DRYER OPT OPTIONAL R&S CLOTHES ROD SHELF U) DISHWASHER and TOTAL UNDER ROOF: 4289 EB FL EYEBROW FLOOR LINE CHA GE) REF REFRIGERATOR S.D. SOAP DISH (MAT. VOLUME (CONDITIONED): 46,492 LL O z 2 s 0 z FEB 2 3 2018 f Q ..1 0 Ujcc G ti X r W z Q V w Q �A z U_ r 00 1 74'-6 r 10'-0" 53'-6" 11'-0" _ W J 22'-2 13'41 18'-011 V 4901 Belfort Rd Suite 140 U) Jacksonville FI 32256 Phone: 904 262-9898 z ( ) z Fax: (904) 262-9861 - F 91 -4 0 4-0 cr O I J O Q HB HB U) HB I I I I— -- _ _ '— T-5 1/2" 20'-0" N I SLP _ I = I 4 00 I00I, I STEPS TO GARAGE FFE 0'-12" L I I (MIN) .. O b w SLP I w 0'-0 ( AS REQUIRED W w w M'w N rJ (MIN) g m x �t v STEPS TOUj I a.W GRADE AS p L- NOTE: SAW z < w C7 CUT C.J.'S ¢ O p L� REQUIRED I, -12" (�'P) C7 I. M N 1 it N 2 -2 21'-31/2" I i 0 0 0 � PAVERSI 0 I I NOTE : � I STEPS: TO � SLP J (PER I SEE "STRUCTURAL FOUNDATION PLAN" FOR LOCATION GARAGE FFE BUILDERS I OF ALL THICKENED .SLAB INTERIOR BEARING FOOTINGS, AS :REQUIRED -- SPEC) Cn PADS AND FOUNDATION DETAILS. ----N --- —� I I SEE STRUCTURAL FOUNDATION DRAWINGS FOR ALL �- - - - - - - - - - - - - - r W NOTES, MATERIALS AND INSTALLATION SPECIFICATIONS 11 SLP 1 2 -14 - FORREINFORCING, SOIL/FILL VAPOR - O CONCRETE, MIN `? _ ,T ❑ 1'(MIN) I PROOFING AND TERMITE TREATMENT. STEPS TO er L, M I _411 -0'-4 in I GRADE AS co I I MIN ` REQUIRED N LL 1 11 i 11 1 ii 6 t ii 1 11 1 11 I 7 1 14 12 _6 2 -3 10 -2 1 /2 -9 1 /2 18 -69 -6 -6 1------- - - - - -- I v N CELLAR LOT 5 U _ _ I IIw L_ 11 r I r ` .M I OCEAN BOULEVARDS-51/2 I i�_J�_Ji ATLANTIC BEACH FLsTEPs To GRADEA5 REQUIRED co (MIN) I I ) 1 PROVIDE N N PVCCONDUI� 00 � -v L I I TO ISLAND ' r L SLP I I I I JOB#: OS012 AS RE PRE-PLUMB I I io 7 I L FOR SINK DATE: 10-17-17 I I I � I I I I Z W/ DRAIN — __ — — — — — — — — — — —1 DRAWN: DP ----------------- ---J---------------------- '— =--- ---_j CHKD: M — ISSUED: ENG JOB#: ENG DATE. W U ENG DR N. W REVISED. F— 11 it 12-7-17 10 -0 57-41 7f-611 W 1 1-10-18 _I 74'-6" Q V ' VII 1 _011 3AO� OFOUNDATION PAN(STEMWALL) z 3fl 1�11N�1��fl 1N�,Wd0131� 1 0 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, +21/4" 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 WINDOWS INC. 4. POCKET DOOR FRAME: JOHNSON 5. SEE FLOOR PLANS FOR HEADER HEIGHTS. 6. SEE FLOOR PLANS FOR ACTIVE LEAF ON DBL DOORS. 7. SEE ELEVATIONS FOR WINDOW MUNTIN PATTERNS. S. PROVIDE TEMPERED GLASS AT LOCATIONS PER FBC ROUGH OPENING DIMENSIONS ARE BASED ON INFORMATION PROVIDED BY NOTE TO FRAMER: OTE: PER FBC-R 2014 §R302.5 DWELLING/ GARAGE Q REFER TO STRUCTURAL PENING/ PENETRATION PROTECTION & §R302.6 AREAS r46,492 ENGINEERING DRAWINGS WELLING/ GARAGE FIRE SEPARATION; WALL T APPLY " WB T N GARAGE IDE. W FOR ALL EXTERIORL S UD A MIN 1/2 G O ALL WALLS O G RAG S SPECIES SIZES APPLY 5/8 or 1/2 ANTI SAG GWB AT CEILINGS. CC 1st LEVEL LIVING (CONDITIONED)- G AND SPACING. APPLY 5/8" TYPE "X" GWB'TO ALL CEILING ASSEMBLIES n EVE LIVING (CONDITIONED): ITH HABITABLE ROOMS ABOVE THE GARAGE. 2 d LEVEL V ( ) N TE: ADD DRAFTSTOPPING NO OPENINGS ARE PERMITTED TO SLEEPING AREAS AS TOTAL LIVING (CONDITIONED): REQUIRED PER FBC R302.12 .ALL OTHER OPENINGS SHALL HAVE SOLID WOOD, X SULATED STEEL Or 20 MIN FIRE RATED DOORS NOT GARAGE (ENCLOSED UNCONDITIONED) NOTE: ADD REQUIRED ESS THAN 1-3/8" 1N THICKNESS, EQUIPPED WITH A SELF c - COVERED PATIO UNENCLOSED SPACE ENTILATION FOR ALL GAS ( LOSING DEVICE. PLIANCES PER . ALL DUCTS IN THE GARAGE or PENETRATING THE ENTRY UNENCLOSED SPACE): z C -RESIDENTIAL CHAPTER WALLS or CEILINGS SEPARATING THE GARAGE & w O TOTAL UNDER ROOF. 4. (SEE MECHANICAL PLANS WELLING SHALL BE CONSTRUCTED OF MIN 26GA SHEET OR LOCATIONS �� TL 1 MIN RIDGED CLASS 0 or 1 DUCT BOARD, or OTHER 0 V VOLUME (CONDITIONED). APPROVED MATERIAL AND SHALL HAVE NO OPENINGS W TO THE GARAGE. Q 2 SEAL AROUND ALL OPENINGS INCLUDING PIPES, _ DUCTS, CABLES, & WIRES Wt APPROVED FIRE CAULKING. O z !Z 00 74'-0" U) 100 101-01,534 10-6 LijJ 22'-2.. T-6 23'-11" 0 4901 Belfort Rd Suite 140 3'-6" 15'-8" 3'-0° ` 3'-11 " 20'-0" Jacksonville FI 32256 Phone. (904) 262-9898 13'-4" i 18'-0" Z ----------------------------- -=- /------------------------------------------ Fax: (904) 262-9861 I _ _ I F I � I � A/C , i TRASH i RASH I � � I CONTRACTOR AND ITS TRADE PARTNERS AND IS DEEMED TO BE HB HB 3060 SH L — -J L — LO j HB URATE: ANY VARIATIONS IN PRODUCTS OR INSTALLATION TECHNIQUES 306 TANKLESS SH (TEMP) _ _ I • LL BE COORDINATED BY THE CONTRACTOR, T-10 1/ "'HDR) (7'-10 1 /2" HDR) ?? i WH GAS NOTE: PER FBC-R 2010 §M1305.1.1 PROVIDE4" MIN CLEAR SPACE AROUND ALL AIR HANDLING UNITS ------ — T l WALL i i BELOW FRAMED COLUMN L�00 `"'(SEE TYP DETAIL) WOOD iv I I I3''91/2" I 3'-71/2.. N W/S LOOP zo °° ABBREVIATIONS I J 1p OOD I W/DRAIN 113 d 14 STEPS TO o Q i I p GARAGE FFE I I STEPS TO z I I ABV ABOVE in z a $ `_7 I �, ,_ AC AIR CONDITIONER I I GRADEAS 17 v 3-3 4 1/2 2 7 1/2 AS REQUIRED 0� 21-31/2 AFF ABOVE FINISHED FLOOR �` L REQUIRED 6 - _ - �, FAMILY („) AHU AIR HANDLER UNIT OHC GARAGE BLK BLOCK ti I I o 10' CLG °° I 5 5 SH W/ CRN CABS CABINETS O CL CEILING LINE I I � WOOD WOOD STEPS W / 4 � CL — — = 10' CLG o STAINED TREADS 3 N x0 CLG CEILING I� AND RISERS N 2 - Uj b CHR CHAIR RAIL I I - COFF COFFERED I _ o� �� 'n N Q _I Q 01 UP r ti 6,. COL COLUMN I r r L0 MUDRM ��' N 10 COMP COMPRESSOR I ( A `� 10' CLG cP0 STEPS TO ` CRN CROWN MOULDING WOOD GARAGE FFE CVAC CENTRAL VACUUM SYSTEM I- I N S AS REQUIRED _ 2$80PKT----=----- DBL DOUBLE 2S 2X6 WALL IP N w DIAG DIAGONAL I I COVERED '" — -----6" ---- DR DOOR 22'-2" T-9 1/2 4=31/2. 18'-3 1/2 3 i DRY DRYER SPACE PATO ? 1'-11 1/2 Z 1080 SDLT N DW DISHWASHER M 10' CLG co b, h FOYER (TEMP) ENTRY' I STEPS TO zo EB EYEBROW I PAVERS INI o ui 10` CLG IGRADE AS FL FLOOR LINE MAT CHANGE rn 10' CLG I p ( ) I I (PER 22 -2 2 -6 3 -9 3 -9 1 /2 m 12'-0" WOOD 1'-10 1 /2" 4'-5" 6'-6'' iv 7 _p�� REQUIRED , ' FLR FLOOR „1171 BUILDERS FP FIREPLACE I I SPEC FR FRENCH DOOR I I 2880 PKT FXD FIXED I I BASE CAB ICE. — — — — _2�6 — — — — — — FUR DOWN WOOD CLG z 11090 OPNG FXT FIXTURE i ¢ BATH #4 - GLS GLASS "Ec*TOILETo--------- ! 10 G TANK I I STEPS TO � � _ '' HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB 11'-11 1/2" I I GRADE AS I I REQUIRED IN WALL Wl 2x6 WALL BELOW - 6-5 1 2" I --- — _ — — — NDW MRBL MARBLE — — — —� -� N o z N �, Q� W 0 I 'BI -PASS \ 7 N CLG MC MEDICINE CABINET _ 10' CLG, WOOD -'FD 10' CLG; WOOD It MIR MIRROR I I SHWR SNCL o 00 {DIVIDED MTL METAL �` r I I Co 0 OHC 11'-11 1/2" (VERIFY BAR LEAF) AT 42" AFF IN WALL Wl 2x6 WALL BELOW - r=1_1 — _ _ — --- — _ — — — NDW — — — — — —� N o z N �, Q� W 0 I 'BI -PASS \ 7 N CLG OHC V w w Zo WO IN WALL _, I I 0 Q0 I- —'— — — — — — —� N o z N �, Q� W 0 I 'BI -PASS \ 7 N CLG 2680 FR _ 10' CLG, WOOD -'FD 10' CLG; WOOD It g LU o' SHWR SNCL {DIVIDED �` r ` Co CELLAR LOT 5 TILE _ W m� z OPENING LITE) 1 L M'; o I N �-+ K� TC H E N _N SHWR TILE Nco I I OCEAN BOULEVARD OU EVARD 1 TILETO SEAT DINING _ STUDY : � I i r; 1-4 �, 11 z o - _ o ATLANTIC BEACH FL OHC OVERHEAD CABS _, I I Q0 I- —'— — — — — — —� CLG 10' CLG, WOOD -'FD 10' CLG; WOOD It ` _ OPNG OPENING 1 L �-+ K� TC H E N _N HELD BUTLER Nco OPT OPTIONAL I I r; 11 z R&S CLOTHES ROD and SHELF _ 10'CLG, WOOD C14-221 a oI PANTRY I I o I I • REFRIGERATOR SPACE ao N 48THERMADOR RANGE W/ 48" DECOR CAB HOOD VENTS TO io MICRO/ I I o 1 O' CLG pREF I I o = I I SD SMOKE DETECTOR ( I j EXT. BUMP UP & OUT OVEN m WOOD M _ CD .- o I ��B#: OS012 SDLTS SIDE LIGHTS I I I SGD SLIDING GLASS DOOR GAS PRE -PLUMB I ". PANTRY DATE: 10-17-17 z SH (2) SHELVES (QUANITY) FOR SINK I I — — - 42 OHC wicRN — — _ — — 42 OHC — w/CRN CABINET _ 42 OHC — w/CRN �� _� M I I DRAWN: DP SHWR SHOWER W /DRAIN TILE BS TILE BS TILE BS — — — — SOAP SOAP DISH _ _ _ _ �_ — _ _ _ _ _ _ _ — 9, CHKD: TB TPH TOWEL BAR TOILET PAPER HOLDER _ 46 H. 1/2 WALL 4020 FXD (TEMP) TANKLESS GAS (2) 3060 SH � (7-10 1/2 HDR). 3020 FXD 3020 FXD - _ (7 10 1/2 HDR) (7 10 112 HDR) ISSUED. 0 T&S TUB and SHOWER WITH CAP 5'-6" HDR ( ) WH , 6 " FRAMED COLUMN ENG JOB#: TEMP TEMPERED (SEE TYP DETAIL). W TOB TOP OF BLOCK (CMU) 11'-6" 10'-8" 6'-0" 6'-3 1 /2" 3'-0„7 6'_p„ ` 3'_6„ ENG DATE: TR TRANSOM ENG DRN: W VOL VOLUME 10'-0 WC WATER CLOSET 221-2" 22'-2" 1/2" 12'-3 1/2" 12'-6" WD WOOD WH WATER HEATER 101-01 57'0" T-011WNCT 12-717 W WAINSCOT 1 1-10-18 J WS WATER SOFTENER 74'-0" �� Q WSH WASHER SPACE 2-2-18 U DEVELOPMENT COMMUNITY DEV � PROVES APz 1 st LEVEL FLOG PLAN 1/411= 11.011 O _o NOTE: 5PRAY FOAM IN ATTIC. NOT FOR STORAGE. tF� 00 - REPAIR AND MAINTENANCE OF MECHANICAL EQUIPMENT ONLY. " wk U) 57'_0„ W J d 20'-10 1/2" 32'-7 1/2" 3'_6" V 4901 Belfort Rd Suite 140 U) 17'-0" T-10 1/2" 8'-8 1/2" 5'-7" 5'-9 1/4" 12'-6 3/4" Jacksonville FI 32256 U1 Phone: (904) 262-9898 " : , " „ Fax: (904). 262-9861 Z 3 6 10'-8 1/2" - 2'-91/2" 5'-3" 3 -5 112 21-111/2" 2'-9 .3/4. _ 1'-11 1/4" V-11 1/4" Q 2010 FXD (8'-0" HDR) 3060 FXD 3060 SH 30 SH 09'-9 7/8" HDR) 3010 FXD • co r" ABV MAIN FFE 8'-0" HDR m (8 0 HDR) ;(8'-00�"HDR) () ( )r�LJ 11 � NOTES : NOTE. STAIR O { a o STORAGE _r > TUB RO ,WOOD. lz, 1. SEE STAIR SECTION FOR TREAD AND `Y' ( -i 9 CLG 5'-0 1/4" = o WIC i H J RISER DIMENSIONS. TREADS TO HAVE to a rr rr o. _ 9' CLG 12 (2) 2080 BI-PASS SHWR 1 NOSING W/ MIN. 11 TOTAL TREAD (Do I ENCL DEPTH. M_oo _ WOOD 106 10 'WOOD 131 1 B TH #2 0 w 9 II o I... 0 14ii� 9'CLG 2. TREADS SHALL BE 2x12's GLUED and I 1 TILE` 8 I 151Io NAILED (RIPPED DOWN AS REQUIRED) o 1 N Z Uj 7 � I71 _I 16i i sn "� p Q LJ W00 ao ►I 110 BED #2 0a_ 3. RISERS SMALL BE 1x8's GLUED and I _ 171 1 0 .� � _ cs, � _ � NAILEDRIPPED DOWN AS REQUIRED I I 1 1 w : o N o ( ) o 2680 9 CLG _ I 18iI_ SMC M '"'�� U I I 1 I _ WOOD r _ _ 8 I - _ _ - _ - 26 0 _ 4. LANDINGS SHALL BE CONSTRUCTED OF _ N N � _ � 19 4 i M 6 ,MULL M's „ „ OWNERS r - -� - H (TYP) Z:. 2x8 s @ 16 OC and DECKED W/ 3/4 T&G — ° D 2680 PLYWOOD GLUED and NAILED o o _ 5'-5” 3'-4" T-7 1/2" 5'-7" I 5'-9 1/4" 12'-6 3/4" 3'-6" N M 9 CLG N ir) `;' J W WOOD iv o - _ ti 5. ;STRINGERS SHALL BE 2x12s EQUALLY- ao N N ats I WIC N o A r- WOOD _, SPACED` TYP N cO o ( ) E-� = 5 rn N I 9 CLG N N H 2'-8" 2-9" 3'-7112" `r 8'-11" I WOOD o I ---- cov N R&S U) NOTE: SEE SHEET M2 — 1 FOR LOCATION OF L — J t : MECHANICAL UNIT 22''X54" N O (2 R&S w _� rn _ 2880 ��' -- )T—:;- - p �, to 26, N PULL DOWN 05 5� -9-TAI-FC— — — — N -. — OD . 00 p. , n r n r " t!i 0 —I - `_' �. STAIR, -� -, Q... Q`. _ ,�: co r m= 7 -0 6 -6 3 -8 1 /2 u ry o .- ch rn N- C� 4 I - ��' cn I WIC M o °-° LAUNDRY IC - L - - = = 9' CLG c� (2) 2080 SLIDING DOORS on = n — -1 9' CLG 'i r �! I WOODCID j ON RAIL ABOVE N - rr R&S cV N I >- I TILE LTI 2 1 in N ----- FL j FL ` GRID o, I `� ISP I o o MC o CAB B (5) SH LI — -J " 00 00 00, MIR MIR I-I �r _ _I CH SE 1 -5 N N N I 36"H DECO rn I N I I I " I L iv HANDRAIL I .- 36 H VANITY 36 H VANITY „ , n _� rn q>� I I I '- 1/ - r „ ,- 3 -2 2 -0 7 -5 _ v , � I 9 0 2 J 4 7 1/2 c0 4 7 3 5 1/2 BATH #3 p = o a 1 DRILL HOLE O BATH N 9' CLG z DS, W (000 0 o ., — BACK OF r _ (2) 2680 _ Q o o _ o 00 X,� 9 CLG N TILE > rn p COUNTER r 26 0 _ o N N TILE _ s I 00 CELLAR LOT 5 o = Ks TOP CENTERED : t ` cL> -- COoo 6r. MULL FREE STANDING TUB I co 6" MULL _ 9 I ^� _ — N OCEAN BOULEVARD (TYP) 8�-- N N ,BED #3 (TYP); J I "� 1'_1 6'-4" r 1 0 2 7 -0 I 9 CLG ; - ; ATLANTIC BEACH FL PLACE WOOD HORIZ. o WOOD M DS �� o I �, BED #4 � L-J ON WALL F TO CLG 0' �'� WIC atS _ _ -- CURB . . O g I r; 9' CLG civ I-PASS �j b w 9 CLG N o WOOD g o FRAMELESS TEMP m _ I ENCL 12 : FRAMELESS TEMP GLS SHWR ENCL I �� L NDING 00 I cv H EN N �� O _, CURB GLS S AR CL O LOW WALL TILE SHWR RAIN HEAD o ( .�UB#: OS012 vJ 10 I U) o ILE TO CLG TILE TO 1 09 r I W! SLOPED CAP cL� — — — — - — — - I CLG 1 I w AT 42" AFF I � I os , � I M TILE � ` DATE: 10-17-17 Z - , n 1 Oi I HELD R&S cm 16"' H. SEAT SHWR _ 00 I I — r-1 r u 1 I F-7 DRAWN: DP L—J - M 06 ! L J -FRAMELESS 6 MULL - N 1 , 05 1 co 3010 FXD 3010 FXD TEMP GLS (TYP) 3010 FXD m CHKD. m 1 w I 04 I r (8-0 HDR) (8-0 HDR) SHWR ENCL 8'-0" HDR) co Ios ISSUED: 1 1 (2) 3060 SH 0 1 0 1 02 1 (8'-0" HDR) ENG JOB#. -yc- 1 01 ---- ENG DATE: U) 4'-6" 3'-01' 1'-7„ 9'-6" 1'-7" 2'-61/2', 2-11 1/2,r ENG DRN: LU 3'-4" T-6" L REVISED: r LANDING (9 TREADS @ 10 EA) 10 -91,2'-9" T-8 1/2" 9'-0 1/2" 121-8" 5'-6" 12.7 (' 12-7-17 W 26'-3" 18'-2 12'-7" 2Q 2-2-1$ _! A STAIR SECTION Q n r 10'-0" 57'-0" 7,_O;r U 5 1A =1-0n F- - 2nd LEVEL FLOOR PLAN 1/4111- 11-011 ��oPMEN CpmMUN1TY pEVz OVEc� 2 O PPR o • Q I w T r G 12 12 TI ti 6 - �. _ , $ T T X f 12 L 5/4X4 FC FRIEZE m 1 i i $ (TYP) r� T z ._ 21'-11" 2ND LEVEL _ _ _FALSE BRIG 9• TT FALSE BR2ND LEVEL 21'-11"TT J„ 20'-11 2ND LEVEL _ BRIG_ r ��I �. R 1 � I _ BRIG_ 2ND LEVEL 20'-11" — LL— O z 7 - I.L L I ? I U_ NOTE. BEARING BASED ON 6.12 a . _: _ ��r_ }T1_ t _ L V I ! PITCH. ADD HEEL TO 8.12 AS REQUIRED TO ALIGN FASCIAS TYP Iv _ , I i _ - _ _; I � I i I� f_ �` I I 1 �� - �_ __1 � m r - L 0 �f � � .. _�L .._T �- -- I-�- ' I � � ' 12 I �i _ r1 j _ L•41.1 1 I J �, rC_l _ - -�-, - T 1 1 I WINDOW BOXES i 12 - r �T ,- r Y' 3 I� � � � i ADD DRIP FEED I I — 11'- 7/8" 2ND LEVEL FIN FLR L' J TL �T �f ��-T��rT TO BOXES PER (f 4 FIN FLR 2ND LEVEL 11'-9 7/ " 9 — S ( _ _ 8 r r r j i 1� - ? BUILDERS SPEC) C_ _.._ r� r 101-11/81, 1 ST LEVEL, ENTRY — BRG- r BRG _ 1 ST LEVEL, ENTRY 10 17`-� �" �i I _ ' _. -J_.- �"7`f- -- � ( ,� �,--,-}-_-_.-�� 1-� t ;-�- 1---.- 1---L-, t.J FRAME r ( T r j I - i - r 91-01, ROUGH — - - - I L �_ _J _� _I I.�- _ _ 4 I - _ . a ( -- 1-- T -t 7 — ROUGH FRAME 9'-0 4901 Belfort Rd Suite 140 (n _ I l L -l_ �- ._ �_ Jacksonville FI 5/4x4 FC TRIM T 7 32256 j I T I Tr`[: 5/4x4 FC TRIM BEVEL TOP _ _ -, _ _ �_ _ a._ 1 ( -�- Y BEVEL TOP Phone: (904 262-9898 30° ANGLE L' - II -f-_ �._� i - - -� _. I l ( ) z T _ I, y T r @ 30 ANGLE) F TYP T , r7 I �I T I ax. (904) 262-9861 (TYP) a _ _ +� ,— — 1 _ �._ TYP r r T ' a T _ - -►j TI r ..FRAMED 46 H.1/2WALL � �� i i � ,TT � � T - - - ( - Ir J -I L- FRAMED COLUMN (TYP) WITH CAP JT �L L L�C I 14 � �` r. i_ �__ COLUMN (TYP) SEE DETAIL) i I` 1 ��. r' f T LL T 1 ( j_ l _� I_ _ - - _..I (SEE DETAIL) Q L r r r r 1 5/4x8 FC TRIM 4 I 7 T r T -,-/-5/4x8 FC TRIM 1 �_ _Ll (BEVEL TOP 7 L -_ - - -� - - - -�� - (BEVEL TOP i l� .-1� T� -- T I I I 1 l I i i �_� —L1 _ I_ J m r _ ]1 r _.N @ 30 ANGLE) T r r - @ 30 ANGLE) �1-` I�� L � � i I I , � � � I I I �` 1 ,� r I '� I� I .(TYP) _� ... __�-..�1. - � 1- - - J �-, --� 4- -`-_ --� -,�-�- �-�_ -,__-�-�-� ,-� - J ` ' _.. _' � TYp 1 i-;-'� f I-- - � � �j-� -r I `� I 7 � T'__ � T� I i � I �.I -.. 7 u � tL � i I I� T i ( _. ( I- + r ! } L_ �_. _ -I_, 1._ L _. _� t �- - - -- l _ 0 -0 MAIN FIN FLR ri 1 j� 7 �- i r T 11 T FIN FLR _ MAIN 0-0 ENGINEERED PRE -PRIMED STAGGERED 18"X42 STEPS TO EDGE SIDING (TYP / INSTALL PER MANUF. DECO SHUTTERS WRITTEN INSTRUCTIONS) (TYP} 11 � 1 � 11 GRADE AS LEFT SIDE ELEVATION 1/4 1 O. REQUIRED W NOTE. y U SEE SHEET 9.1 FOR WINDOW TRIM & BANDING DETAILS Z W ENGINEERED' PRE -PRIMED DIAMOND SHAPE SIDING (TYP / INSTALL PER MANUF. WRITTEN INSTRUCTIONS) 12 12 a ' VJ 8 8 W 25'-8" 2020 FXD BLACK OUT WINDOW 5/4X4 FC FRIEZE R EZE (TYP) 21'-11" 2ND LEVEL FALSE BRIG X_.-� �.SOFFIT FALSE BRIG 2ND LEVEL 21'-11 1 5/4 X 2 OVER 5/4 X 12 FC TRIM RECEPTACLE 20 -11 2ND LEVEL BRIG BRIG 2ND LEVEL 20'11" i T NOTE. BEARING BASED ON 6.12 PITCH. ADD HEEL TO 8:12 AS N CELLAR Y ( REQUIRED TO ALIGN FASCIAS (TYP) o LOT 5 co OCEAN BOULEVARD WINDOW BOXES ADD DRIP FEED r' ATLANTIC BEACH FL TO BOXES (PER BUILDERS SPEC) 111-9.7/8" 2ND LEVEL FIN FLR A_._ FIN FLR 2ND LEVEL 11'-9 7/8" — 2 1 T E 9.1 9.1 101-11/81, 1 ST LEVEL, ENTRY _ BRG BRIG _ 1ST LEVEL 10 1 1!8 ' — JOB#: OS012 „ SOFFIT C' 9-0 ROUGH FRAMEq:�: R GARAGE ELEMENT 8'-10 3/8" DATE: 10-17- RECEPTACLE 17 z 5/4x4 FC TRIM DRAWN: DP (BEVEL TOP r I _ CHKD: @ 30- ANGLE) 5/4X6X9" MOUNT BLOCK (TYP) � A � (TYP) ISSUED: FRAMED 9.1 IM — ENG JOB#; COLUMN (TYP) LL! -SEE DETAIL 3 ENG DATE. 9.1 5/4x8 FC TRIM ENG DRN: W (BEVEL TOP 30ANGLE ( N REVISED: _ (TYP) �. 12-7-17 ~ w 0 0 MAIN _ FIN FLR FIN FLR — _ MAIN 01-01, 1 1-1-18 20 2-2-18 ._l FIN FLR _ _ _ d GARAGE 1 0 _ Q STEPS TO � V WINDOW BOXES ENGINEERED PRE -PRIMED STAGGERED ADD DRIP FEED GRADE AS REQUIRED EDGE SIDING .(TYP /INSTALL PER. MANUF. TO BOXES (PER UNITY DEVELOPMENT�- BUILDERS SPEC) WRITTEN INSTRUCTIONS) COMMO 11_ n pRC VEC O Z FRONTELEVATION 1/4 1 -0 �� - r 2 O o z; s x • Q LU c _G I r- r-_ --.... 5/4X4 FC FRIEZE _X _ r (TYP) r 12 12 r- g 6 2 12 r ILE �( �S] T Fj LLJ T_ _ _ 0 -� I 21'-11" 2ND LEVEL — — FALSE BRG ; 1 FALSE BRG_ — 2ND LEVEL 21-11 —� T- - I T _ 20.11 2ND LEVEL T — BRG T - T _i_ C _ I _ BRG — — — 2ND LEVEL 20 -11 Tl ! I,11 T TTSLL i �'`J-� FIT � T'-, l �TT� T �rT h � �F T I Tr �1 ! T r r1 11-. NOTE: BEARING BASED ON 6.12 c -L I , (sl _>-'. h PITCH. ADD HEEL TO 8:12 AS 1 r t 00 -� r T + _ _ �__ - _ __ -� REQUIRED TO ALIGN FASCIAS (TYP) fi ( ,1 1 T (,_ ( _ r/ _ t- -LSI _�-r-`�_� �-�. __ - _� --�. Lam.__ _}-r•-_ - T._}. �_ I � II�� I !_ I , I�� I �j i I I 7 � IL11I� W __. ( --t-- �- -{- -'-- --i - '� i. .-� 1--C _TJ.�_ t.J-� .- }.- -I -l. i- I -_i. .F I C Z T rT T T J J 1 i 12 T ! 1 I I _ -. T 3 7 �Tr 11-9 718 2ND LEVEL FIN FLR T ( I i _ FIN FLR 2ND LEVEL 11-9 7/$" 4 I - L 1� — — — — — 4901 Belfort Rd Suite 140 I - �-�_ -rT _ �FTTr r j� �T� ' ' 1_ �� _� � � � _ Jacksonville F132256 10 -1 1/8 1 ST LEVEL BRG _ - �� r �__ T -- r I - _T l r $RG 1ST LEVEL 10 -1 1/8 Phone. 904 262-9898 - - ( z 9'-0" ROUGH FRAME _ — TI ITJ / O T G r [� �i �rT r �� - ,_ Fax: (904) 262-9861 ROUGH FRAME 9 0 8-10 3/8 GARAGE ELEMENT 5/4x4 FC TRIM 'j n! ( TT I --_ -. _.( 1 1 l I 5/4x4 FC TRIM (BEVEL TOP I II rn I� IT r BEVEL TOP L — _a _ . _ �__ T— L _ � -1 J-'_ _ _ _ 30 ANGLE) ) I � i T � I I �� '��'� T ;- - -�-- ,_ _ _� Le„ = -fir - I - -�- - - (TYP) ) - 1 _ T ' L I (gyp) a 1 FRAMED I I ! - I T ! - _ _-- __,. t_ _I �_ _ _ FRAMED 1 T7 COLUMN TYP L �_ i I -�T (TYP) _ L r .. s _ _ , COLUMN (TYP) -r , T �� i � -� T-�,�-r-�. i T'� , T � I I � , I DETAIL) _. J 1 -Jul �� _ G ..a.,J-_. _ ._ _ _ _l _ _ ._�. -; . �-1 , 1-i - � � -1 U 1 � i �-� (SEE DETAIL) i.. iIITIi I - --I- l T 5/4x8 FC TRIM T 4,,TL-r 5/4x8 FC TRIM Til _T __( _L- _ -r T_ ^I (BEVEL TOP (BEVEL TOP i T Z� - 1(T T, I � - __j- _ �J - _ ( _ T ° - -� Tr - T T r r� I 30 ANGLE) T � � T T i l�' � I i �, , T} � ( @ 30 ANGLE) (TYP) i Ti i T T7 ` I E - 7 (TYP) 0-0 MAIN — _ FIN FLR - _�l.- T� _ (Er �1 T r 1 FIN FLR — MAIN 0'-01, STEPS TO TENGINEERED PRE -PRIMED STAGGERED STEPS TO Uj GRADE AS EDGE SIDING (TYP / INSTALL PER MANUF. GRADE AS REQUIRED WRITTEN INSTRUCTIONS) REQUIRED RIGHT SIDS -ELEVATION 1/4'11= 11_011 Z W 12 12 W 6 6 �� 21 -11 2ND LEVEL FALSE BRG 5/4X4 FC FRIEZE FALSE BRG 2ND LEVEL 21'-11" (TYP) 20'-1 i 0 11 2ND LEVEL BRG BRG 2ND LEVEL 20 11 7- r - r ! T� T ) CELLAR LOT 5 NOTE: BEARING BASED ON 6:121 I` , 4 T H. -T-' PI C .ADD HEEL TO 8.12 AS - _! �`�_ J -r OCEAN BOULEVARD REQUIRED TO ALIGN FASCIAS(TYP) TYP ! ( l i l� - - J ATLANTIC BEACH FL L_ I I I 1 YL —4 , , T I 1 I ,� U) 11 9 7/8 2ND LEVEL FIN FLR T..rl FIN FLR_ 2ND LEVEL 11 9 7/8 .: JOB#. OS012 -� T DATE: 10-17-17 z 10'-1 1/8" 1ST LEVEL BRG BRG 1ST LEVEL 10'-1 1/8" DRAWN. DP 9'-0" ROUGH FRAME ROUGH FRAME 9'-0 CHKD: I I j L 1 5/4x4 FC TRIM = ISSUED: T J I (BEVEL TOP o ENG JOB#: @ 30° ANGLE)W � T li T l' p ENG DATE: T T 7 ( ) U) lFRAMED ENG DRN. L1J -i ' NTYP COLUM (TYP) > . I �� (SEE DETAIL) REVISED: _ _ 12-7-17` 5/4x8 FC TRIM w (BEVEL TOP 1 1-10-18 2 2-2-18 .J I _ ! 30° ANGLE 1 T _I (TYP) 0-0 MAIN FIN FLR' I FIN FLR MAIN 0'-0" - T U) _ I'�UNITY DEVELOPM�N COM h- STEPS TO ENGINEERED PRE -PRIMED STAGGERED STEPS TO Q GRADE AS EDGE SIDING (TYP / INSTALL PER MANUF. GRADE ASAPPROVED Z REQUIRED WRITTEN INSTRUCTIONS) I1 1 1 REAR E ENATION REQUIRED 1/4 = 1 -O' 2 0 0 ATTIC VENTILATION PER FBC-RESIDENTIAL 5th EDITION (2014) SECTION R 806- ROOF VENTILATION VENTILATION REQ (NFVA) (NOTE 1&2) VENTILATION PROVIDED (NEVA) AREA ATTIC OFF -RIDGE VENTS (NOTE 3a) SOFFIT VENTS (NOTE 3b) AREA TOTAL UPPER EAVE (TOTAL (SQ IN) (SQ IN) (SQ IN)NF VA PROVIDED NFVA PROVIDED SQ FT) LINEAL FT (SQ IN); LINEAL FT (SQ IN) A 1945 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 ANDRIDGE 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 CW G r X f rlj r Z zw O w` w 0 Z "0'LL r 00 II rT_ vJ L LI J V 4901 Belfort Rd Suite 140 U) Jacksonville FI 32256 (D Phone: (904) 262-9898 z Fax: (904) 262-9861 2'-0" LINE OFAIR-IMPERMIABLE SPRAY FOAM 4-6 17'-9", 2'_0" ( P) INSULATION INSTALLED PER MANUF. ' _TYP0 WRITTEN SPECIFICATIONS 4 4'2" 4" 0 O d O I Nd I O dN _" I -' N I I N I CON N I , -� r 11_2'-4"' Na 11 II I I I II it II I II W i II I II I a . I 'bio I _I L9 , I ' 8:12 P 8.12 (rmn 8:12 SLP co Z Na I F 77 J SLP I , 0 SLP II L_--- ---� W VENTED VINYL SOFFIT I n — — -- � r - — — — -J INSTALLED PER MANUF WRITTEN SPECIFICATIONS .THIS AREA (TYP) I, I 3:12 ,r--ij-- -- -- — -- --� ❑ SLP 6:12.. � w U SLP RIDGE El o rL i ----- r, 11 1 J 11 c - c --=::!JI I a g VENTED VINYL SOFFIT CELLAR LOT 5 INSTALLED PER MANUF L -- — — — — --1 )) I RIDGE ' 4:12 _. — _ — — — — _ I WRITTEN SPECIFICATIONS OCEAN BOULEVARD 1 I SLPOF THIS AREA (TYP) ATLANTIC BEACH FL i TNp_ r L, v� CD cn �, 1 I JP I I 66 c -'n II I "9 ------� 8:12 I 8:12 I l � JOB#. OS012 � �4 I II I II SLP I sLP I �F DATE: 8-31-17 _Z II i I I I 1 I I I L I DRAWN., DP Na II �I I I I CHKD: ISSUED: L� .-�..�- ENG JOB#. _ a - I ) I- - -- °O N L_ ENG DATE: W/� N a R ENG DRN: LLI Z-0") 66 co LINE OF AIR-IMPERMIABLE SPRAY FOAM REVISED. TYP 4"" 9,_6,, 4" INSULATION INSTALLED PER MANUF. _ (TYP ) 12-7-17 WRITTEN SPECIFICATIONS L1J "" ", 2-2-18 J 27 -6 10 -2 19 -4 . 1•r COMMUNITY DEVELOPME Qv APPROVED co � O ROOF PLAN 1/4- 1 -011 O z 2 0 0 ELECTRICAL LEGEND CIRCUITS 110 VOLT DUPLEX OUTLET -WALL MOUNTED (B) ALL 120 -VOLT, SINGLE PHASE, 15- AND 20 -AMPERE BRANCH 110 VOLT SPLIT DUPLEX OUTLET -SWITCHED ROOMS, DINING 110 VOLT DUPLEX OUTLET -WEATHER PROOF Q 110 VOLT QUADPLEX OUTLET -WALL MOUNTED ROOMS OR AREAS SHALL 110V DUPLEX -GFCI OUTLET LU 11 OV DUPLEX -GFCI OUTLET -SWITCHED OF THE BRANCH 11 OV DUPLEX -AFC1 OUTLET 11OV DUPLEX-AFCI OUTLET -SWITCHED IN ALL AREAS SPECIFIED IN E3901.1, ALL 125 -VOLT, 15- AND 110 VOLT DUPLEX OUTLET -FLOOR MOUNTED RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET c SWITCH SWITCH -THREE WAY -tfl- SWITCH -FOUR WAY - -69- SWITCH -DIMMER ❑ --� PUSH BUTTON SWITCH I� DOOR BELL CHIMES 0-4 CABLE TELEVISION OUTLET [Z SPEAKER LOCATION LIGHT FIXTURE -CEILING MOUNTED LIGHT FIXTURE -WALL MOUNTED �.� LIGHT FIXTURE -CEILING SUSPENDED LIGHT FIXTURE -CEILING RECESSED LIGHT FIXTURE -RECESSED EYEBALL CEILING FAN - 0 SMOKE DETECTOR -CEILING MOUNTED EXHAUST FAN EXHAUST FAN/LIGHT FIXTURE COMBO FLOOD LIGHTS -DUAL HEAD ELECTRIC PANEL STRUCTURED WIRING PANEL Lo QUICK DISCONNECT [KI -1 SECURITY KEYPAD LOCATION FJ JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE =_ LIGHT FIXTURE -UNDER CABINET T_I THERMOSTAT 1'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 2X4 FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 2'X2' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED -- SMOKE /CARBON MONOXIDE DETECTOR ALL FIXTURES SHALL BE PER BUILDERS SPECIFICATIONS. NOTE: PER FDC- RESIDENTIAL 5TH ED. 2014 CIRCUITS E3902.12- ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION (B) ALL 120 -VOLT, SINGLE PHASE, 15- AND 20 -AMPERE BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, Q RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, LU NOTE: PER FDC- RESIDENTIAL 5TH ED. 2014 CIRCUITS E3902.12- ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION (B) ALL 120 -VOLT, SINGLE PHASE, 15- AND 20 -AMPERE BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, L j COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SEE CODE FOR EXCEPTIONS E4002.14- TAMPER-RESISTANT RECEPTACLES IN ALL AREAS SPECIFIED IN E3901.1, ALL 125 -VOLT, 15- AND 20 -AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. ------------ LT -- -- LT (PREWIRE/ FAN) II I II � II i II 1�1 \ II � II II � II � II � II II I LT (PREWIRE/ FAN) tI IL - II II WP MTD COUNTER TOP FUTURE HEIGHT ICE MAKER II L 1 st LEVEL z LL it Op r _ ljJ NOTE: ALL OUTLETS TO J BE PLACED HORIZONTAL Q AND DIRECTLY ON TOP U OF BASEBOARDS (NOT IN) 4901 Belfort Rd Suite 140 V) Jacksonville FI 32256 ( NOTE: ALL LED'S ARE Phone: (904) 262-9898 MINIS Fax: (904) 262-9861 _... NOTE: FLOOR PLUGS AT / 1 i 8'-0" DED FAMILY AND STUDY T.B.D. / I _ — _ — DED 120V (2) OUTLETS, (1) MTD AT — ' L — _ J L _ _ _J 120V I 15 AMP STANDARD HGT., (1) 20 AMP I MTD AT 60" AFF WP rg — MTD @ _I V, 5'-6 AFF V + TO CENTER ( )STRIP IRR OF BOX LIGHT (TYP) MINI MINI MINI I � LT STRIP I I (PREWIRE/ FAN) LIGHT I TO FXT z TO SOFFIT ABV I OUTLET ABV co " i ------ — MINI SOFFIT M M OUTLET MINI MINK --- —— _ ----� I EYE --- I LL ---_---- -, _MINI 2'-6" INI MINI MINI MINI MINI WP V 49 3 3 3 3 3 PLACE OUTLET - I o — — — — — — — — — — -- 30" HIGH L "' M AT -- — — — -- — --- i MINI MINI M I i' 6011,FF MINI I oc� ca�=� LED 0 LED/ LED, / 2, LT @ i MINI Lq ` �� I 90" AFF CELLAR LOT 5 MIN MINI �\ OCEAN BOULEVARD I EYE EYE (—- -- - — — - — ATLANTIC BEACH FL — — —) TRANS � - „ WP INI MINI IN CAB MINI MINI MINI s 2'-6-1 2 6 LT MINI (PREWIRE/ FAN) II \ II � I I • �\ MINI { I MINI MINI MINI MINI MINI U� W, TRANS MICRO TRANS M I JOB#: OS012 i �, V - co DATE: 10-17-17 LED LED - — ,` LED LED Z WP --��— — —,�-�=rte � I `�=�- — — � ='c=r — I -� DRAWN: DP — — — —tj ------ CHKD: JS G C F I STRIP GFCI TRIP J - S R ISSUED ANDSCAPE MTD AT BOTTOM MTD AT BOTTOM DED LANDSCAPE LIGHTING OF CABINETS OF CABINETS 120V IGHTING ENG JOB#: 20 AMP Uj ENG DATE: NOTE: FLOOR. LUGS AT ENG DRN: W FAMILY AND S ,: DY T.B.D. REVISED: _ 12-7-17 ~ 1 1-10-18,& 2-2-18 J U E � ELECTRICAL PLAN 1/411= 1 I -Off o z 2 0 o Q NOTE: ALL LIGHTING TO BE 0 CFL OR LED HIGH -EFFICACY BULBS PER FBC-ENERGY V L j CONSERVATION R404. 0 z LL it Op r _ ljJ NOTE: ALL OUTLETS TO J BE PLACED HORIZONTAL Q AND DIRECTLY ON TOP U OF BASEBOARDS (NOT IN) 4901 Belfort Rd Suite 140 V) Jacksonville FI 32256 ( NOTE: ALL LED'S ARE Phone: (904) 262-9898 MINIS Fax: (904) 262-9861 _... NOTE: FLOOR PLUGS AT / 1 i 8'-0" DED FAMILY AND STUDY T.B.D. / I _ — _ — DED 120V (2) OUTLETS, (1) MTD AT — ' L — _ J L _ _ _J 120V I 15 AMP STANDARD HGT., (1) 20 AMP I MTD AT 60" AFF WP rg — MTD @ _I V, 5'-6 AFF V + TO CENTER ( )STRIP IRR OF BOX LIGHT (TYP) MINI MINI MINI I � LT STRIP I I (PREWIRE/ FAN) LIGHT I TO FXT z TO SOFFIT ABV I OUTLET ABV co " i ------ — MINI SOFFIT M M OUTLET MINI MINK --- —— _ ----� I EYE --- I LL ---_---- -, _MINI 2'-6" INI MINI MINI MINI MINI WP V 49 3 3 3 3 3 PLACE OUTLET - I o — — — — — — — — — — -- 30" HIGH L "' M AT -- — — — -- — --- i MINI MINI M I i' 6011,FF MINI I oc� ca�=� LED 0 LED/ LED, / 2, LT @ i MINI Lq ` �� I 90" AFF CELLAR LOT 5 MIN MINI �\ OCEAN BOULEVARD I EYE EYE (—- -- - — — - — ATLANTIC BEACH FL — — —) TRANS � - „ WP INI MINI IN CAB MINI MINI MINI s 2'-6-1 2 6 LT MINI (PREWIRE/ FAN) II \ II � I I • �\ MINI { I MINI MINI MINI MINI MINI U� W, TRANS MICRO TRANS M I JOB#: OS012 i �, V - co DATE: 10-17-17 LED LED - — ,` LED LED Z WP --��— — —,�-�=rte � I `�=�- — — � ='c=r — I -� DRAWN: DP — — — —tj ------ CHKD: JS G C F I STRIP GFCI TRIP J - S R ISSUED ANDSCAPE MTD AT BOTTOM MTD AT BOTTOM DED LANDSCAPE LIGHTING OF CABINETS OF CABINETS 120V IGHTING ENG JOB#: 20 AMP Uj ENG DATE: NOTE: FLOOR. LUGS AT ENG DRN: W FAMILY AND S ,: DY T.B.D. REVISED: _ 12-7-17 ~ 1 1-10-18,& 2-2-18 J U E � ELECTRICAL PLAN 1/411= 1 I -Off o z 2 0 o NOTE: PER FDC -RESIDENTIAL 5 -H ED., 2014 E3902.12- ARC -FAULT CIRCUIT-INTE RRUPTER PROTECTION (B) ALL 120 -VOLT, SINGLE PHA S , 15- AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALL D IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARL )RS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, 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 CIRCUIT. SEE CODE FOR EXCEPTIONS V O LIJ E4002.14- TAMPER-RESISTANT 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 RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. BULBS PER FBC-ENERGY O z CONSERVATION R404. U_ NOTE: SPRAY FOAM IN ATTIC. NOT FOR STORAGE NOTE: A LIGHT FIXTURE WITH RECEPTACLE OUTLET REPAIR AND FOAM MAINTENANCE . MECHANICAL CONTROLLED BY A SWITCH AT THE PASSAGE EQUIPMENT ONLY. ENTRANCE IS REQUIRED. OUICK DISCONNET AT MECHANICAL UNIT 00 vJ V 4901 Belfort Rd Suite 140 U) NOTE: ALL OUTLETS TO Jacksonville FI 32256 BE PLACED HORIZONTAL Phone: (904) 262-9898 z AND DIRECTLY ON TOP Fax: (904) 262-9861 OF BASEBOARDS (NOT IN) Q NOTE: ALL LED'S ARE ryQ MINI'S 0 MINI MINI MINI MINI MINI MINI i W11 �� 2'LT@ LT U MINI I 90" AFF (PREWIRE FAN) ii MINI LT i TO SWITCH r (PREWIRE FAN). BELOW Uj i i i C � r MINI MINI rU) II ry SOFFIT OUTLET NOTE: SEE SHEET M2 Uj 3 3 FOR LOCATION OF - MECHANICAL UNIT TO SOFFIT I r s OUTLET BELOW MINI MINI — — — — — - --_----• MINI r7 ' - LJ _ MINI MINI MINI L UOU MTD AT n — - ;{ Cmq 60" AFF MINK ■ \ / ■ \ STRIP LIGHT L . J 2' LT @ #1( MINI i — 1CELLAR LOT 5 90 AFF LlI @ 2LT MTD UNDER ' r MTD ` r 90.AFF _ BEHIND �� OCEAN BOULEVARD KNEE SPACE i VAN. r MINI . DRAWER ATLANTIC BEACH FL i `� I MTD UNDER 69 COUNTER MINI LTA L-- MINI ,I LT (PREWIRE FAN) -r ■ ---- --- - — (PREWIRE FAN) JOB#: (OSO12 DATE: 10-17-17 z 4gn MI IN[ MINI MINIi 0 DRAWN: DP INI — _ .— — — — � :!MINI CHKD: c( y- � ISSUED: LJ L -J 0 ENG JOB#: TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS CRITERIA AND LOADS NOTES3 4 SHEET INDEX DESIGN CRI TABLE 7 METAL CONNECTOR SCHEDULE Building Code STUCCO AND DIRECTLY Florida Building and Residential Codes, 6th Edition (2017) Code for Design Loads 0 ANSI/ASCE 7-10 EZ - End Zone (psf) ROOF LOADING. ............... ............................ Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD..., . .... ................7'PSF +27.9 -30.39 BOTTOM CHORD LIVE LOAD -36.4 ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF 101 - 200 ft? (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 ..................................... 11 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 TO SUPPORTS W/ 8d TL/180 COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. TL MAX 1" UP TO ", SW' DESIGNATED SHEAR WALLS: 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS .......... `LL/360 O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZ TL/240 O� TL MAX 3/a" WOOD JOISTS. ......... ........ ........:...... LL / 480 pU_ O TL/240 24 TL MAX Yz" NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1: P TABLE 1; COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS STUCCO AND DIRECTLY EFFECTIVE WIND AREA ZONE DESIGNATION 0 IZ -interior Zone (psf) EZ - End Zone (psf) 0 - 20 fe +29.32 -31.8 +29.32 -39.3 21 - 50 ftz +27.9 -30.39 +27.9 -36.4 51 - 100 ftz +26.2 -28.7 +26.2 -33.0 101 - 200 ft? +24.9 -27.4 +24.9 -30.4 11 W/ 8d a ¢ ALL OTHER VENEER COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 2x4 ELOCKING VINYL SOFFIT MAX PRESSURE (psf) +29.3 -39.3 GARAGE DOOR PRESSURE SEE FRAMING PLAN " O Z STUCCO AND DIRECTLY MIN 7/8' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED 'HORIZONTALLY W/ 8d 0 ADHERED STONE COMMON: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. 2x4 BLOCKING IS ACCEPTABLE TE WOOD STRUCTURAL PANEL. 3. ZIP WALL SHEATHING IS AN CC E ALTERNATE FOR APA RATED C L (NOTE 6) REQUIRED AT UNSUPPORTED PANEL EDGES. AND SUPPLEMENTS OF u� SECTIONS AND DETAILS 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP s Q HEIGHT 7/g 4 PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDS SPECIFICATIONS ALLOW, MIN " 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 ELOCKING IS WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2`APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. REQUIRED AT UNSUPPORTED PANEL EDGES. PANEL EDGES. YON TILE ROOF MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG D MENSION U zPERPENDICULAR - (NOTE 7) TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND w p H co IN O.C. 8" O.C. IN THE FIELD 2x4 SPF STUD O z SHINGLE AND METAL ROOF S MIN �/8' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH -- 0 = U)- (NOTE 9) LONG DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING -- -- (18)0.162"x2Y21N SHANK NAILS: 6" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD. 2x4 NO.2 SPF FLOOR DECK SHEATHING: 23/32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. -- PORCH CEILING BOARD SHEATHING MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d -- COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. (2)2x4 NO.2 SPF ", SW' DESIGNATED SHEAR WALLS: MIN 7/ fi"-OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 8d COMMON: 3" (NOTE 8) O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZ NTAL PANEL EDGES), O� 12" O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). -- NOTES: ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE 1. FOR SHEATHING THICKNESS GREATER THAN 1%/2 ( " CATEGORY 32/16 SPAN RATING), USE 10d RING SHANK 3 NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148„ x 3" LONG).. USP FASTENERS E 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED Wt 8d GALVANIZED BOX NAILS. FINISH -U120 ACCEPTABLE TE WOOD STRUCTURAL PANEL. 3. ZIP WALL SHEATHING IS AN CC E ALTERNATE FOR APA RATED C L USP FASTENERS 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVEDAPA.MANF. SPECIFICATIONS. SECTIONS AND DETAILS 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. HEIGHT 6. 15/32' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATIO 4 PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDS SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE /s24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTIC LLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. ALTERNATIVE FOR THE APPLICATION SHOWN 7 15/32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMEIN DATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2`APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT 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. 8 FT 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 STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. FT TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING 1 IN O.C. NOTES 1, 2,3 2x4 SPF STUD USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL UAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON STUCCO FINISH -0360 USP USP FASTENERS E FLEXIBLE FINISH -U120 USP USP FASTENERS BEARING CONDITION ` - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD WALL HEIGHT SECTIONS AND DETAILS w FASTENERS WALL HEIGHT - (8) Y4" x 1 Y2" SDS SCREWS 3%4 & STUD TYPE "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 4.0 FT (�'P) ALTERNATIVE FOR THE APPLICATION SHOWN 1.2,3 IN STUD 12.3 WOOD SCREWS IN STUD EOR (9)10d COMMON o 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT SYP 2x4 SPF STUD -- -- u -- -- -- -- -- V -- -- (18)0.162"x2Y21N J z 2x4 NO.2 SPF -- -- -- -- -- -- -- MTS12 -- -- -- SYS 42 (2)2x4 NO.2 SPF -- -- -- -- -- -- -- O� -- -- IN CONCRETE pU_ O 2x6 SPF STUD 24 24 24 2 4 2 4 24 24 2 24 24 24 � STUD/BEAM/TRUSS 1 2,3 HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON 5/g" 0 x 6" EMBED ANCHOR ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN /8 , O x 6" EMBED ANCHOR TOP PLATE TO HEADER CON- ECTION PER ONE OF THE FOLLOWING 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 Cf) 2x4 SPF STUD -- -- -- -- -- -- -- HDQ8-SDS3 -- -- -- MSTA36 2x4 NO.2,SPF -- -- -- -- -- -- -- -- -- - Z `� IN CONCRETE IN CONCRETE • 2ND LEVEL STUD COLUMN`. STRAPPING REQUIRED FROM 2ND LEVEL c� MASONRY STEMWALL-AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT (38) 16d SINKERS INTO COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. (38) 16d SINKERS INTO a OO (11) 1 O x1 Yz" IN 7. (11) 1 O x1 Y2' IN STHD14 STUDS ST D 4 A 1 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER LL (2)2x4 NO.2 SPF WET EMBED IN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE (11) 10d x 1 Y2" IN (11) 10d x 1 Y2' IN CONCRETE • HOLD DOWN WITH FULL -HEIGHT "" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 2 CONCRETE O LL 2x6 SPF STUD 24 24 24 , 24 24* 24 24 TABLE 24 24 24* a STUD 2 LTS19 IN STUD - H2.5T/ TRUSS RT7/ TRUSS � „ ,, /z 0x6 EMBED EPDXY 1 ,, „ /z O x6 EMBED EPDXY HA8 2x6 NO.2 SPF 24 24 24 24 j 24 247 24 j 24 2424 PLATE USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL UAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS E SIMPSON SIMPSON USP USP FASTENERS WALL SECTION SHEET - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD ST -6 ..... .. ........... SECTIONS AND DETAILS w FASTENERS SECTIONS AND DETAILS (IF APPLICABLE) IN LEGEND (8) Y4" x 1 Y2" SDS SCREWS 3%4 (8) 4" x %" WS15-GC "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 4.0 FT (�'P) ALTERNATIVE FOR THE APPLICATION SHOWN 1.2,3 IN STUD 12.3 WOOD SCREWS IN STUD EOR (9)10d COMMON o (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 SYP OR SCREW ANCHOR BASE ANCHORS CS18 AND MSTA FLAT STRAPS. OR SCREW ANCHOR SPRUCE -PINE -FUR STRAP CONT STRAP V (18)0.162"x2Y21N ON CENTER (18)0.162"x2Y21N LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. Cl) Fax; (904) 262-9861 1.2,3 HTT4 STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAM/TRUSS MTS12 (7) 1Od x 1 Y2" MTW12 (7) 1Od x 1 Y2' SYS 42 5 "" 0 x 6" EMBED ANCHOR /s > 5 " 0 x 6" EMBED ANCHOR /a Q EACH END CONCRETE COMPRESSIVE STRENGTH FOR SLAB '= 2,500 PSI AT 28 DAYS (UNO): EACH C H END O� IN CONCRETE OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS IN CONCRETE TO MATCH WALL FRAMING SIZE AND GRADE,UNO. ; ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). (26) 0.162" x 2 Y2' IN BOTTOM PLATE CONN ECTIONREQUIRED EACH SIDE OF OPENING NO CONNECTION REQUIRED FOR (26) 0.162" x 2 Y2 IN 2 2 STUDS U) w 4. 1,2,3 HITS STUD/BEAM/TRUSS 1 2,3 HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON 5/g" 0 x 6" EMBED ANCHOR ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN /8 , O x 6" EMBED ANCHOR TOP PLATE TO HEADER CON- ECTION PER ONE OF THE FOLLOWING EACH END EACH END 2 IN CONCRETE FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALLBE IN CONCRETE NCONNECTION R UIRED``: R P O E O OPENINGS ' (Q INGS 39 OR LESS, AT WSP HEADER, OR AT FIRST X w DATE. 10-11-2011 Cf) (20) Y4" x 3" SDS SCREWS (24) 3" WS IN STUD TINSYSTEM. - THE MANUFACTURERS BUILDING'S MAIN WIND FORCERESISTING ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF F> R H WHEN A 2 LOO FADERS W ND LEVEL FLOOR SYSTEM IS ABOVE. HDQ8-SDS3 IN STUD GROUP PHD8 GROUP MSTA36 (13)' 1Od COMMON MSTA36 (13) 1 O COMMON OF OF STUD COLUMN CONNECTION s�„ 0 x 12 EMBED ANCHOR („� �,,, 0 x 12„ EMBED ANCHOR 3 EACH END .. EACH END ECTION EAD - ERS), $T 5 IN CONCRETE IN CONCRETE • 2ND LEVEL STUD COLUMN`. STRAPPING REQUIRED FROM 2ND LEVEL c� MASONRY STEMWALL-AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT (38) 16d SINKERS INTO COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. (38) 16d SINKERS INTO (11) 1 O x1 Yz" IN 7. (11) 1 O x1 Y2' IN STHD14 STUDS ST D 4 A 1 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER "" o THE FILL IN 12 LIFTS TO AT LEAST 95 /o OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S WET EMBED IN WET EMBED IN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE (11) 10d x 1 Y2" IN (11) 10d x 1 Y2' IN CONCRETE • HOLD DOWN WITH FULL -HEIGHT "" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 2 CONCRETE STUD STUD (10) 10d x 1 Y2" NAILS IN M MIL POLYETHYLENE V CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 (10),16d COMMON NAILS TABLE (5) 8d x1 %2' IN (5) 8d x1 Y2 IN 2 LTT20B STUD 2 LTS19 IN STUD - H2.5T/ TRUSS RT7/ TRUSS � „ ,, /z 0x6 EMBED EPDXY 1 ,, „ /z O x6 EMBED EPDXY HA8 "I (5) 8d x 1 Yz IN TOP RT7AT "1 (5) 8d x 1 Y2 IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 2 10d x1 YIN 5 ( ) /2" 10d x1,1 " IN ABU44 12 16d COMMON NAILS ( ) 1 PAU44 12 16d COMMON NAILS ( � H8 TRUSS RT8A TRUSS 5/8' 0 x 7" EMBED EPDXY %8' 0 x 7" EMBED EPDXY (5) 10d x 1 Y2 ` IN (5) 10d 1 Y2'' IN TOP PLATE TOP PLATE (12) 16d COMMON NAILS (12)16d COMMON NAILS (9) 10d x1 Y2" IN (8) 8d x1 Y2' IN ABU66 5/8" 0 x 7" EMBED EPDXY 1 PAU66 %/8' 0 x 7" EMBED EPDXY STUD LFTA6 STUD (12" EMBED AT GARAGE (12" EMBED AT GARAGE TSP (6) 10d x 1 Y2" IN (8) 8d x 1 Y2 IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU481 () 14 16d COMMIN HD48, (ON 14 16d COMMON IN (6) 10d COMMON (6) 10d x 1 Y2' IN HUC48 HEADER HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28-2, 10d COMMON IN BEAM (8) 10d COMMON (8) 1 O x 1 Y2 HUC28-2 HD 8-21F 2 IN(6) STUD/HEADER STUD/HEADER HU410, COMMON IN (18) 16d C 41 HD 0, 16 16d COMM N I ( J O N 26 16d SINKER IN ( ) 8 16 SINK IN (2) d ER HUC410, HEADER HD4101F, HEADER WALL FRAMING WALL FRAMING HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT3 (12) SDS Y4" x 2 Z' IN LUGT3 (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 %" WS 15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGAIOKT 1 „ (4) /4 x 3 SDS SCREWS IN HGA10 (4) Y4 x 3 WS3 SCREWS IN SDWC1450Q SDWC15600 NO USP EQUIVALENT TOP PLATE TOP PLATE TITEN HD DIA: & EMBED SPECIFIED WEDGE DIA. & EMBED SPECIFIED ON PLAN BOLT+ ON PLAN ST -1.... .............. STRUCTURAL SPECIFICATIONS ST -2 ...................... FOUNDATION PLAN ST -3 .............. ........1ST LEVEL STRUCTURAL FRAMING PLAN ST -3A. ......1ST LEVEL ROOF FRAMING PLAN N ST -4 ...................... 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON %2'x12" TITEN HD OR USP WEDGE ST -4A . ...............2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) V ST -5 .... ...............TYPICAL WALL SECTION SHEET - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD ST -6 ..... .. ........... SECTIONS AND DETAILS w ST -7.......... '........ SECTIONS AND DETAILS (IF APPLICABLE) IN LEGEND LL a 3%4 OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 4.0 FT (�'P) ALTERNATIVE FOR THE APPLICATION SHOWN v=i , LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL _ EOR ENGINEER OF RECORD o EW EACH WAY N OSB ORIENTED STRAND BOARD f WSP WOOD STRUCTURAL PANEL oNo SYP SOUTHERN YELLOW PINE BASE ANCHORS CS18 AND MSTA FLAT STRAPS. SPF SPRUCE -PINE -FUR °' CONT CONTINUOUS V O.C. ON CENTER NN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. Cl) Fax; (904) 262-9861 (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) t; LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 13/4" WIDE ui PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. 5. SYS 42 PROPERLY RATED OPEN WEB HEADER > Q z CONCRETE COMPRESSIVE STRENGTH FOR SLAB '= 2,500 PSI AT 28 DAYS (UNO): INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS O� "n v OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Y U Q TO MATCH WALL FRAMING SIZE AND GRADE,UNO. Q Uj G X Z O 0 L LJ I- Z a CL NOTES: INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. N HEADER FRAMING KEYNOTE CALLOUT O o_ i� _:1 (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 U W LL 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON %2'x12" TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT MINIMUM BOTTOM PLATE ANCHORAGE IS Y2 ANCHOR @ 8'-0" O.C. (UNO ON V Q NUMBER -OF JACK STUDS EACH SIDE OF OPENING o X BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS- - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 10d FRAMING PLAN OR SW SPECIFICATIONS) w 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. TABLE 4. NAIL SIZE LEGEND TABLE 5. FASTENERS IN z w LL a 3%4 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTIT TED WITH U 0.148" 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 4.0 FT (�'P) STRUCTURAL WOOD BEAM v=i , OR EQUAL BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. Q E DESIGNATION _ - PRE-ENGINEERED TRUSSES & I JOISTS • WALL SHEATHING ABOYE OPENING MUST BE CONTINUOUS OR PROPERLY SPLICED PER TYPICAL ( F- 4901"Beifort Rd Suite 140 = pp ry 4. FOUNDATION KEYNOTE CALLOUT N ARCHITECTURAL ED F PLANES DEPICTED O THEPLANS F OR"TRUSSES FABRICATED TO ACHIEVE THE ROOF ROO O JaCkSOnVille Fl 32256 • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP LL W LL BE PREPARED IN ACCORDANCE WITH SHA P O BASE ANCHORS CS18 AND MSTA FLAT STRAPS. Phone: (904) 262-9898 SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. • 2ND LEVEL STUD STRAPPING R COLUMN: EDF N M G EQUIR FROM 2 D LEVEL STUD 3. FASTEN ALL MULTI -PLY HEAD RST "" S M E TOGETHER WITH (2) ROWS 10d @ 8 O.C., STAGGERED ALONG EACH a TABLE 8. SPECIFIED SW WALLS ALL METAL CONNECTORS SPECIFIED ON PIAN ARE IN ADDITION' TO FRAMING FASTENER REQUIREMENTS GROUP TO 1ST LEVEL STUDS/HEADER/BEAM, F_ 0 4 Fax; (904) 262-9861 cn NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP STUD COLUMN KEYNOTE CALLOUT z CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). W 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0 Q 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB '= 2,500 PSI AT 28 DAYS (UNO): NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS "n v TO MATCH WALL FRAMING SIZE AND GRADE,UNO. ; ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). BOTTOM PLATE CONN ECTIONREQUIRED EACH SIDE OF OPENING NO CONNECTION REQUIRED FOR z 2 2 STUDS U) w 4. " ' ALL 'REINFORCING 'STEEL SHALL HAVE: 90 DEGREE BEND AT CORNERS WITH A 24 LAR. 24".LONG #4 B `* OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. W JO #: O B 06012 INSTALLED AT ALL REENTRANT CORNERS. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN t TOP PLATE TO HEADER CON- ECTION PER ONE OF THE FOLLOWING H 2 ANCHORBOTTOM FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALLBE Y SHEATHED T IN HE I T RE FULL S E NTH OSB R PLYWOOD. 1/2 INCH TO 2 INCHES N LENGTH. 1. THE EXTERIOR WALLS A O L OOD. ALLTYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE "RESI NCONNECTION R UIRED``: R P O E O OPENINGS ' (Q INGS 39 OR LESS, AT WSP HEADER, OR AT FIRST X w DATE. 10-11-2011 Cf) DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH TINSYSTEM. - THE MANUFACTURERS BUILDING'S MAIN WIND FORCERESISTING ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF F> R H WHEN A 2 LOO FADERS W ND LEVEL FLOOR SYSTEM IS ABOVE. RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116: THE MANUFACTURER O IDENTIFIED AS SW1 SW2 SW3 SW4 OR WB N T SUPPLIER SHALL PROVIDE WALL SEGMENT IS S O HE PLAN • TOP PLATE TO HDR W/ DW 1 C 5600:;@ MAX 32 O.C. AS SHOWN, OF OF STUD COLUMN CONNECTION D%4UJN. D�' („� -- • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN z ECTION EAD - ERS), $T 5 Z • 2ND LEVEL STUD COLUMN`. STRAPPING REQUIRED FROM 2ND LEVEL c� MASONRY STEMWALL-AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 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. OR c) 2 "" "" COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. Z 7. N EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY H 6TH EDITION 2 AND SHALL BE FREE OF ORGANIC MATERIAL ACCORDANCE WITH FRC 6 (017) TABLE 8401:4.1, A A "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN ? " " • DSP w/ (14) 10d x 1 /2 @,, 6 O.C. OR • FASTEN TRUSS DIRECTLY TO HEA-DER� w/ MTS OR HTS SSU � D "" o THE FILL IN 12 LIFTS TO AT LEAST 95 /o OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S _ N STUDS WW WALLS END S OF S ALL T B ANCHORED R D P R F OR CONTRACTORS 5. 2ND LEVEL SW SHEAR O E C O E E ONE O THE FOLLOWING. _ .. w/ 14 1Od x 1 1/2 OR EQUAL APPROVED BY EOR). NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE m NOTES: NOTED OTHERWISE ON o: w HEADER FRAMING KEYNOTE CALLOUT O o_ i� _:1 (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 U W 0.131" 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON %2'x12" TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT Z END STUD. GROUPS Q NUMBER -OF JACK STUDS EACH SIDE OF OPENING o X BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS- - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 10d SW TYPE' NUMBER OF STUDS SIZE OF HEADER O S Z DE (ALL HEADERS TO BE N0.2 SYP) OR WSP � 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. TABLE 4. NAIL SIZE LEGEND TABLE 5. FASTENERS IN z w LL a 3%4 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTIT TED WITH U 0.148" 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 4.0 FT (�'P) END ZONE 3 %2" OR EQUAL BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. Q E DESIGNATION _ - PRE-ENGINEERED TRUSSES & I JOISTS • WALL SHEATHING ABOYE OPENING MUST BE CONTINUOUS OR PROPERLY SPLICED PER TYPICAL ( 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 DTT2z KING/JACK GROUP BOTTOM CONNECTION 0 0 ry 4. 5. POSITIVE PLACEMENT GUN NAILS 2 Y2" LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED MAY BE USED FOR ABU POST LA z S N ARCHITECTURAL ED F PLANES DEPICTED O THEPLANS F OR"TRUSSES FABRICATED TO ACHIEVE THE ROOF ROO O P N SHALL BE DESIGNED NDE THE G UNDER • 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP LL W LL BE PREPARED IN ACCORDANCE WITH SHA P O BASE ANCHORS CS18 AND MSTA FLAT STRAPS. DURING THE DESIGN OF THE UPLIFT SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. • 2ND LEVEL STUD STRAPPING R COLUMN: EDF N M G EQUIR FROM 2 D LEVEL STUD 3. FASTEN ALL MULTI -PLY HEAD RST "" S M E TOGETHER WITH (2) ROWS 10d @ 8 O.C., STAGGERED ALONG EACH q TABLE 8. SPECIFIED SW WALLS ALL METAL CONNECTORS SPECIFIED ON PIAN ARE IN ADDITION' TO FRAMING FASTENER REQUIREMENTS GROUP TO 1ST LEVEL STUDS/HEADER/BEAM, F_ 0 4. EDGE. FASTEN ALL HEADERS TO KI STUDS WITH 3 8d TOE NAILS. cn NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 1. NOTES: 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT: NOTED OTHERWISE ON NOTES 1, 2, 3, 4 - "'IN HEADER FRAMING KEYNOTE CALLOUT O o_ i� _:1 (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 U W 0.131" 2-Y2' 3. (*) STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED DOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 IN WALL END ZONES TO BE OR 4' END ZONE LOCATIONS. END STUD. GROUPS Q NUMBER -OF JACK STUDS EACH SIDE OF OPENING o X ENDZONE WALLS MAY BE FRAME 4" 4. ALL NON-BEARING_..D W/ 2x_ STUDS AT MAX 2 O C. 10d SW TYPE' NUMBER OF STUDS SIZE OF HEADER O S Z DE (ALL HEADERS TO BE N0.2 SYP) OR WSP � 10d COMMON` TABLE 4. NAIL SIZE LEGEND TABLE 5. FASTENERS IN SW1 SW2`SW32 LL a 3%4 NOTES 1, 2, 3, 4PRESSURE TPF=ATI in LUMBER SW4 3' NUMBER OF PLIES IN HEADER END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER IRC FIGURE 8301.2 (7) PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2-Y2' 8d RINGSHANK 0.113" 1ST FLOOR 4.0 FT (TYP) ENDZONE 1%2 10d DESIGNATION 3" 10d COMMON` r r�1 3" 12d COMMON L_ J 3%4 16d SINKER 0.148" 2ND FLOOR 4.0 FT (�'P) END ZONE 3 %2" ALONE, CONTACT THE ENGINEER OF RECORD. DESIGNATION PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2-Y2' 8d RINGSHANK 0.113" 2-3/" 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" PRESERVATIVE EA TENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND SW3 FASTEN RS REQUIRED. SW4 CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, 120 OR TRIPLE ZINC (INCLUDING ACID & MGQ) COATS FINISH. ACRYLIC - TIE SIMPSON ACRYLIC TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR ALL FASTENERS MUST BE HOT OCEAN 15OULEVARD DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS 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 _z L.L.I 1. KING/JACK STUDS MAYBE INCLUDED FOR STUD GROUP ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT > REQUIREMENT C7 (2) 91/2" LSL 1/2 NUMBERF KING STUDS EACH SIDE OF OPENING OJ 0 NUMBERbF JACK STUDS EACH SIDE O ID F` OPENING z x END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ U HEADER MATERIAL ua M AL L HEADERS „ (AL DE S TO BE DESIGNATED AS LSL LVL PSL OR SYS42 MIN 36 BLOCK W/ 20 10d TO END STUD � � � - ) �- SW1 ( ) DEPTH OF HEADER o_ NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) Q I END STUDS CONNECTION NOTES 5 6 7 uc n nco co n nnlnW'1 � 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 m 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. o STAGGERED. w 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2, 0 • ATTACH TO ALL FRAMING MEMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d w COMMON @ 3"" O.C. q NCS DRN: CCS/SD,4 STRUC RAL ENGINEERING FIE V I JE D ; W 2 NEW ARCH 02-19-2018 L U J Q. 71 7 U T T OF �tl +� a o O o � i 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING BEFORE APPLICATION OF PROTECTIVE COATING, TO BE NON -CORROSIVE TO CARE N STEEL FASTENERS.' 9: •, EITHER TOP OR BOTTOM PLY OF DBL TOP P O LATE MUST SPAN CONTINUOUS OVER OPENING, z CE LAR, LOT �✓' RECORD IF THIS CONDITION EXISTS. MAXIMUM 11' 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF TO CONTROL CRACKING, CUT 1" SAWCUTSIN`THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR - SHEATHING MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE (3)2x4 FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK: GREATER THAN 75" UP TO 111 11. A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE BOTTOM PLATE ANCHOR SPACING (NOTE 7) ACRYLIC - TIE SIMPSON ACRYLIC TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR • NO.2 SPF HEADER SILL NSTALLED ABOVE OPENING W/ 1 CRIPPLE STUD AT O EACH END O p= OCEAN 15OULEVARD APPLICATIONS. ANCHOR BOLT, THREADED ROD,. OR DOWELED REINFORCING STEEL MAYBE EMBEDDED TO (3) 2x4 ALONE, CONTACT THE ENGINEER OF RECORD. SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. SW TYPE MAX ANCHOR SPACING - PRE-ENGINEERED TRUSSES & I JOISTS • WALL SHEATHING ABOYE OPENING MUST BE CONTINUOUS OR PROPERLY SPLICED PER TYPICAL ( WITH THE TRUSS SHOP DRAWINGS 4. H F THE NOMINAL DIAMETER AND LENGTH O TYPICAL FASTENERS N ARCHITECTURAL ED F PLANES DEPICTED O THEPLANS F OR"TRUSSES FABRICATED TO ACHIEVE THE ROOF ROO O P N SHALL BE DESIGNED NDE THE G UNDER WALL SECTION SHEET . ROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING E ENING U LL ATLANTIC L LL BE PREPARED IN ACCORDANCE WITH SHA P O SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DURING THE DESIGN OF THE UPLIFT SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. SW1 48 O.C. " 3. FASTEN ALL MULTI -PLY HEAD RST "" S M E TOGETHER WITH (2) ROWS 10d @ 8 O.C., STAGGERED ALONG EACH q ,�Gi-i, ALL METAL CONNECTORS SPECIFIED ON PIAN ARE IN ADDITION' TO FRAMING FASTENER REQUIREMENTS CONCRETE �+ "ON"RETE AND FOUNDATION NOTES SW2, SW3, SW4 24" O.C. 4. EDGE. FASTEN ALL HEADERS TO KI STUDS WITH 3 8d TOE NAILS. cn 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. >- O 0 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB '= 2,500 PSI AT 28 DAYS (UNO): 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC SDWC15450 KING STUD TO 3. ; ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). BOTTOM PLATE CONN ECTIONREQUIRED EACH SIDE OF OPENING NO CONNECTION REQUIRED FOR z 4. " ' ALL 'REINFORCING 'STEEL SHALL HAVE: 90 DEGREE BEND AT CORNERS WITH A 24 LAR. 24".LONG #4 B RiS RECOMMENDED TO BE OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. W JO #: O B 06012 INSTALLED AT ALL REENTRANT CORNERS. NOTES: 7. TOP PLATE TO HEADER CON- ECTION PER ONE OF THE FOLLOWING H 5, FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALLBE Y SHEATHED T IN HE I T RE FULL S E NTH OSB R PLYWOOD. 1/2 INCH TO 2 INCHES N LENGTH. 1. THE EXTERIOR WALLS A O L OOD. ALLTYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE "RESI NCONNECTION R UIRED``: R P O E O OPENINGS ' (Q INGS 39 OR LESS, AT WSP HEADER, OR AT FIRST X w DATE. 10-11-2011 Cf) DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH TINSYSTEM. - THE MANUFACTURERS BUILDING'S MAIN WIND FORCERESISTING ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF F> R H WHEN A 2 LOO FADERS W ND LEVEL FLOOR SYSTEM IS ABOVE. RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116: THE MANUFACTURER O IDENTIFIED AS SW1 SW2 SW3 SW4 OR WB N T SUPPLIER SHALL PROVIDE WALL SEGMENT IS S O HE PLAN • TOP PLATE TO HDR W/ DW 1 C 5600:;@ MAX 32 O.C. AS SHOWN, a D%4UJN. D�' („� CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. SHEATHING TO BE FASTENED TO FRAMING PER W T"ALTERNATE 2. ALL SW SHEAR WALL SH RAM G E TABLE 2 WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTSS ECTION EAD - ERS), $T 5 Z 6. MASONRY STEMWALL-AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 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. OR c) 2 "" "" 7. N EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY H 6TH EDITION 2 AND SHALL BE FREE OF ORGANIC MATERIAL ACCORDANCE WITH FRC 6 (017) TABLE 8401:4.1, A A TY F2 000 sf IN F DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. O p EXTREME ENDO DES SRU COHESIVE SOILS. COMPACT 4. SWB -SEE SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. E ? " " • DSP w/ (14) 10d x 1 /2 @,, 6 O.C. OR • FASTEN TRUSS DIRECTLY TO HEA-DER� w/ MTS OR HTS SSU � D "" o THE FILL IN 12 LIFTS TO AT LEAST 95 /o OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S _ N STUDS WW WALLS END S OF S ALL T B ANCHORED R D P R F OR CONTRACTORS 5. 2ND LEVEL SW SHEAR O E C O E E ONE O THE FOLLOWING. _ .. w/ 14 1Od x 1 1/2 OR EQUAL APPROVED BY EOR). ENS FV7575 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • HOLD DOWN WITH FULL -HEIGHT "" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 2 C 8. M MIL POLYETHYLENE V CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 P RETARDER WITH JOINTS OR 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD TABLE _ 9. PLANK RIENTED HEADER P y �NC� D,4T�:t2-��-2�» 0 LAPPED 6 AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT "" FOR PREVENTION OF DOWN. NCS DRN: CCS/SD,4 STRUC RAL ENGINEERING FIE V I JE D ; W 2 NEW ARCH 02-19-2018 L U J Q. 71 7 U T T OF �tl +� a o O o � i 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING SUBTERRANEAN TERMITES. 6. DESIGNATED "SW" SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 9: T BRACING DURING CONSTRUC STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION O RA ION: CONTACT ENGINEER OF _ 7, SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD DOWNANCHOR REQUIREMENTS MAXIMUM 11' RECORD IF THIS CONDITION EXISTS. MAXIMUM 11' (NOTES 1,2) 10. TO CONTROL CRACKING, CUT 1" SAWCUTSIN`THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR - FRAMING NOTES (3)2x4 FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK: GREATER THAN 75" UP TO 111 11. PLAN. D T DETERMINE DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATIONONO FOOTING LOCATION FROM O ACRYLIC - TIE SIMPSON ACRYLIC TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR SEE FLOOR PLAN T I NOT DETERMINATE FR ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION M E OF FOUNDATION PLAN USE APPLICATIONS. ANCHOR BOLT, THREADED ROD,. OR DOWELED REINFORCING STEEL MAYBE EMBEDDED TO (3) 2x4 ALONE, CONTACT THE ENGINEER OF RECORD. O 1 "" 1" THE SPECIFIED DEPTH, IN A HOLE SPECIFIED BY MANF (TYPICALLY TO GREATER THAN SPECIFIED - PRE-ENGINEERED TRUSSES & I JOISTS (2) 2x6* 1s g' ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. WITH THE TRUSS SHOP DRAWINGS MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION.' 1. N ARCHITECTURAL ED F PLANES DEPICTED O THEPLANS F OR"TRUSSES FABRICATED TO ACHIEVE THE ROOF ROO O P N SHALL BE DESIGNED NDE THE G UNDER R SPECIFIED ON DRAWINGS INTEND 2. ALL LUMBE S G ED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND 2 DRAWIN RID INFER. ENGINEERING SHOP G OF A REGISTERED FLORIDA PROFESSIONAL -ENG SUPERVISIONFIRE LL BE PREPARED IN ACCORDANCE WITH SHA P O SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DURING THE DESIGN OF THE UPLIFT _ FABRICATION. D FOR APPROVAL PRIOR TOES ANSI/TPI 2014 AND SUBMITTED TO THE ENGINEER OF RECOR ODETAILED D I N RITERIA IS LOCATED ON SHEET G C BY OTHER. REV -0 -19-18 2 �3. _ TCONTRACTOR ST 1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF HE ND LL BE LEFT IN PLACE AFTER SHA. R ALL METAL CONNECTORS SPECIFIED ON PIAN ARE IN ADDITION' TO FRAMING FASTENER REQUIREMENTS CONSTRUCTION IS COMPLETE DRAWINGS MAY BE DISREGARDED, RID BUI N E T BLE 2 NCS DRN: CCS/SD,4 STRUC RAL ENGINEERING FIE V I JE D ; W 2 NEW ARCH 02-19-2018 L U J Q. 71 7 U T T OF �tl +� a o O o � i 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING T' S UCCO FLEXIBLE CONTINUOUS ROUGH FINISH -L/360 FINISH -L/180 MAXIMUM 11' OPENING WIDTH MAXIMUM 11' (NOTES 1,2) PLATE HEIGHT PLATE HEIGHT GREATER THAN 48 UP TO 75 "" (3)2x4 2 2x4 ( ) O 0 z GREATER THAN 75" UP TO 111 2 2x6 () (2) 2x6 a� DER l��1 URRAY P.E. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN � GREATER THAN 48" UP T 75" E O (3) 2x4 2 2x4 . ( ) O GREATER THAN 75" UP TO 111" 3 2x6* ( ) (2) 2x6* O WITH THE TRUSS SHOP DRAWINGS 0 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN NCS DRN: CCS/SD,4 STRUC RAL ENGINEERING FIE V I JE D ; W 2 NEW ARCH 02-19-2018 L U J Q. 71 7 U T T OF �tl +� a o O o � i 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING BEARING LOCATION AND NAMING 4. LISTED IN FL. A LDI G COD A 304.9.1.° BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 1. PLANK HDR TO STUD GROUP W1 WINDOWS MIN 6 1 T - O Od OE NAILS, EACH END. ®®,,¢ Rem,®. ye �� ,, °g° e CONVENTION OF THE LAYOUT SHOWN HERE. AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8 O.C. STAGGERED.. "" 2. WITH INTERMEDIATE SEPARATE OPENINGS.0 JACK STUDS MAY BE TREATED AS a� DER l��1 URRAY P.E. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN UPPER LEVEL MULTI -PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. A WITH THE TRUSS SHOP DRAWINGS ( NOT REQUIRED BELOW 2ND LEVEL HEADERJACK/KING STUD GROUPS) 3. FOR OPENING WIDTHS LESS THAN 4' SINGLE 2x PLATE I _ S SUFFICIENT. P. E. N0. 7 1 457 4. TRUSS UPLIFTS. HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT 6. STUDS TO BOTTOM AND TOP PLATES WITH 4 8d TOE AILS OR 216d COMM N FASTEN ALL S O N (} ONE D NAILS '> 4. FOR PLATE HEIGHTS ABOVE 11 SEE FLOOR P F �. LAN OR 1 2-07-20 1 7 RESTRAINT SYSTEM FOR THIS STRUCTURE, AS SUCH THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED, 7. TRUSSES AND RAFTERS TO TOP PLATES WITH FASTEN ALL S LA ES H (3}8d TOE NAILS. PLANK -ORIENTED HEADER REQUIREMENT. T E TO TOP PLATE A CIFIED ON THE TYPICAL WALL SECTION SHEET 5 CONNECT ALL RUSS S SSPE 5 O HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR 6. I JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHA -L BE DESIGNED AND SUBMITTED TO THE BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO: FRAMING. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. METAL CONNECTOR ENGINEERING 4" CONCRETE SLAB W/ x61N1.4xw1.4WWFOR GENERAL FOUNDATION NOTES • 6 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE Q FIBERMESH `� A MI 1MUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 6TH Q _° T _ - - - DRIVEWAY SLAB OR 0'-0" A.F.F. EDIT I N (2017) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL 8" IN 4" CONCRETE SLAB, SEE 'LAN AND. OHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95°/ F M PAVERS, SEE ARCH 4 CONCRETE SLAB W/ (BEYOND) _ o O „ d U -BLOCK W/ \ \ \ \ \ \ o N ° 4 FLOATING CONCRETE N MODIIED PROCTOR MAXIMUM DRY DENSITY. IT THE OWNER'SAR /\\/r�\/� /// 28 MAX 6x6 W1.4 x W1.4 WWF (1) #5 CONT CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. OR FIBER MESH SLAB W/ 6x6 W1.4xW1.4 m p 8" CMU CHAIR BLOCK W/ WWF OR FIBERMESH g z 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT \ \/\/\ 1 #5 CONT. ' �. w SUITABLE FOR 2,000 PSF BEARING CAPACITY CONTACT EOR. ADDITIONAL VAPOR BARRIER �// ° ° ti/ 12 MIN% \/\\/\\/\\/\� ° ° TOP OF SLAB ( ) \\ \// r/�/\ \//�\//\//\//\\ \ \ • /\/\\ - \> — — .? I w cn FOUNDATION WORK MAY BE REQUIRED. // •� • • �j\\r\\j \//\\/\\/\\/\ /\\/\\/ /\/\\/\/ ------ --------- z_ w FINISH 3. SLIDIN O GRADE G GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH CCQRD GE THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL bo \\/\\/\\'n \ \\ PLANS FOR LOCATION \ O /� \ \\ \\ \\ \\ \\ I' \\ \\ \\ \ \\ \\ \ OF SLIDING GLASS DOORS. FOOTING TO BEAR ON \ 6" OPT. EXTENSION IN BRICK \ \ \ \ \ \ \ / // / U •///// // // // // / // // // // / / // // /\/\/ \/\/\/� \\ \\ \ \ 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN // // / �/ // //\ VAPOR BARRIER/\/ /\/\, / \\j\\ \\ \\ \\ \\ \\ \� SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. \\/ I /� ¢ / r / / / / / % // 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 12" UNDER 1 STORY WALL \�\/\ /\/\ / // // // r #4 OR #5 VERT REINFORCING \\ \\ \\ \\ \\ STEMWALL BEYOND AND /\ /\/\ \ CORNERS, SEE RE-ENTRANT CORNER DETAIL THIS SHEET. WITH 2 #4 OR 2 #5 CONT ADDITIONAL NO. 4 OR NO. 5 / // // / / / // #4 OR #5 VERT REINFORCING I \ \ UP TO 3 COURSES. 72 O.C. \ \ \\ O O /\/\ / /\\/\ CONCRETE FTG; SEE PLA \\ UP TO 3 COURSES: 72" O.C. / BAR IN BRICK LEDGE \\/\\ � /\/ \\ 4 TO 5 COURSES: 48" O.C. � ° ° I o i 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO 16" UNDER 2 STORY WALL /\�/\ /\//\�/ 4 TO 5 COURSES: 48" O.C. /\/ /\/1// . I EXISTING GRADE; REFER TO FOUNDATION SECTION #9 FOR o WITH (3)#4 OR (2)#5 CONT/\\/\\ �� • \\/\�j \\�� ,'\ \ \ -; --° I CMU FOUNDATION STEMWALL FOOTING CONTINUOUS BELOW DOOR N a OPENING SHOULD SITE FILL CONDITIONS NOT PROVIDE FOR SLAB AT Lq /,\ /.� /,� %\ /.�/%//\\ �•� `- -e--°\\\ GARAGE DOOR TO RETURN TO APPROXIMATELY EXISTING GRADE Cq MONOLITHIC FOOTING SECTION /// //\� FOOTING T BEA FIRM 1 GARAGE ENTRY CMU STEMWALL SECTION \\ \\O R ON 1 IF GROUND ADJACENT TO FTG SLOPES DOWN / /\/ / /\ \ UNDISTURBED SOIL ADDITIONAL #4 OR #5 �+ AWAY ROM STRUCTURE STEEPER THAN IN BRICK LEDGE FOUNDATION KEYNOTES.. ' AND W F 9 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ADDITIONAL #4 OR #5 IN FOOTING TO BEAR ON FIRM rr . \ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Y / N 1 0" VERTICALLY PER 3-0' HORIZONTALLY, FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 DIT /' / BRICK LEDGE VERT REINFORCEMENT TO N CONTRACTOR HAS TWO CHOICES: COURSES HIGH. SHOULD THIS CONDITION EXIST RECOMMENDATIONS UNDISTURBED SOIL N HAVE 6 BEND BOTTOM 4 OPT BRICK LEDGE r> 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE @ NOTED ON FND PLAN 8x8" DEEP THICKENED EDGE _j MAY BE OBTAINED FROM THE ENGINEER OF RECORD. T 4 OPT BRICK LEDGE A W/ 1 #4 CONT w OF EOR TO PREVENT EROSION OF SOIL. VERTICAL REINFORCEMENT Q ( ) 2. USE STEMWALL FOOTING 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN-PLACE FOOTING SPECS w ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT -44 CAST -IN-PLACE FOOTING SPECS 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 12" DEEP FTG W/ #4 @ 12" EW z (2) #4 OR (2) #5 CONTINUOUS 6x6 - WI A x W1.4 WWF OR FIBERMESH es----- --- — - 4—=----�------ -.a--- a ------- a ---- a 4 \/\XI>\1/\\/��\\//\ d 0 j VAPOR BARRIER 16' 3 BEARING WALL FOOTING SECTION B 1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT UNDER BOX COLUMN, FTG TO BE pPROJECTED MIN 6" AS SHOWN � 2 -STORY: 10"x 20" W/(3) #4 OR (2) #5 CONT U CMU STEMWALL SECTION 16"SQx12" DEEP FTG W/ 7 z O 0 LU F -- z CL RE-ENTRANT CORNER DETAIL ZG O# �Ew T&BEP FTG wi LO Q (RECOMMENDED) 4'' CONCRETE SLAB W/ RE-ENTRANT CORNERS PLAN VIEW, DETAIL TYPICAL @ ALL (REV 01-11-18) 6x6 WI A x W1.4 WWF OR FIBERMESH O 0'-0" A. F. F. z e -a- - a--- VARIES a �d 3„ Z 74'-3" - \\\ 8" MIN 53'-6" 11-0 00 22l-2" 13'-4" 18 -0„ Z 8"x8" THICKENED 8` z FTG AT STEP-DOWN, • VAPOR BARRIER FORM AND POUR PEDISTAL w _ SEE PLAN OR SOLID FILLED CMU PIER, p (3)TOTAL ------ .PROVIDE (1) FULL HEIGHT #4 o A 9'-4" 4'-0 I LL OR #5 VERTICAL, VERTICAL dCURB STEP SECTION 1 W REINFORCEMENT TO BEND � —1' 90'@ BOTTOM & TIE INTO HB HB E o L — — — — — — — — I HB O FTG REINFORCEMENT -1- -1 r -1 �.p I — = — — - FOOTING _ — — �— — — — — (— -]—I-1- ------ — — ------------ -------1 — o iL �----- o a '. tr- -Z �w -----=------ = ----- — —oo z L— - _ - - ---__-- — — — — — — V .W 1/2' -01, 4" SLAB W/ V-11 6x6 W14 x W 0 1.4 WWF OR FIBERMESH 0'-0"A.F.F; X3'0T-1 1/, 3-1 2'-2" 1-3 /2D _ - d-------- -- -- ARLES (3) TOTAL _ — Cn �---( i I N z -- I ( NOTE 9 SLP Irn „ co I I ETE S PROVIDED SLP -0-42 tr Z col ((n i R BUILDER (MIN) O o I W oo w WI L) � s "NOTE., I U 0'-0.. - - -I -1 - m _ .- U VAPOR ( BUILDER TO PROVIDE I I (MIN) I — ) O O �I C- ~ `I i I —_ NOTE. SAW Q r w 12 UNDER 1 STORY WALL BARRIER TEPS TO GRADE PE h t Q p =I t w WITH (2)#4 OR (2)#5 CONT ARCH PLANS I I I 2 CUT C.J. S �I 1 Q t I I t 112° �T�P> 16" UNDER 2 STORY WALL t L WITH (3)#4 OR (2)#5 CONT N t I I I N m Fb m I i 3 i I 1 E FOR �o I I I SLP 7 1 2 w l SEE SHEET S5 O I I I D TION' I EXTENT OF 1 NOTE 3 STEPS PROVIDED 2 BEARING CURB STEP SEC { I BOTTOM LATE � I I I _j @ SLAB ELEv 0 PAVERS PER BUILDER --- — — — --ANCHORAGE OPTIONS w I I --- -- ---� CELLAR, LOT r2 -�----------- --- - - I I ----- -- ----'� --T I I I 0 OCEAN BOU VA _ F_ F__ -1'-2" 14', ('.. I SLP F] l **NOTE** LE RD F- op I ( (MIN) I `° I I I UILDER TO PROVIDE U ATLANTIC BEACH FL co L o0 3 o OPT 2 -0'-4" q TEPS TO GRADE PER m Q I-- I--- J I 9 ,n -4 1 1 I ARCH PLANS cn f 1 {MIN) D I I } 61, I PAVERS BY 21' i" T-4" T-2" 12'-4 1/2" 6'-2'' 6'-6. NO 4 OR NO 5 @ 18" O.C. I I (4) TOTAL 4 CONCRETE SLAB I BUILDER W/ 9 BEND @ BOTTOM I I SLAB ELEV I I I 0 W/6x6WIAxW1.4 I WWF OR FIBERMESHVARIES fl N -FI 1 F_7 0 # w JOB OS012 • a 8" MIN 2 I_-- I � ( I I-------- I � t- - - — — — 28" MAX I I I 3 „ „ „ 3 I I - I I U DATE: i0-17-2017" cn l \ 10 -0 I 12'-6" 2'-3" 7 -7 1/2" 2'-7l I I 6 -9 1 /2 v 12 -7 I I a I I — --- a ;12 MIN,/ /\/\/\/ / I I t I - // I------_ I I I I I I I Z r\ /,///�//%/ I SLP I _ D__ L ti I I I OPT I N VAPOR BARRIER // �/ - -_ L I cfl �— 2 2 ISSUE® r / t I,�w (� 6 OPT. EXTENSION IN BRIG I I ii II II I „ V I1� J® - F'V�15i5 �r-1 LOCATIONS ON FND PLAN **NOTE** I Ip I � I -.5 1/2 M � i i I r�_ J_� _J I f I _ I e _ 0 BUILDER TO PROVIDE ( t I i I 1 i l 1 ENCS D4TE-12� 2QJli Y ALL I TEPS TO GRADE PER „ -0'-0" 1 I 12 UNDER 1 STORY W I r -0 -0 I f I I I I S EX ENG D�'.N-CCS/SD�4 LU WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 I ARCH PLANS I M � I _ � _ - _ - - - (MIN) 6 (n BAR IN BRICK LEDGE I I (MIN) I 1- L I STRU I , I I 1 ( I CTU ENGINEERING REV 15EU - W 16" UNDER 2 STORY WALL I I COI PR VIDE ,„ �„ I i ,. WITH 3 #4 OR (2 #5 CONT N PVC .ONDUIT 3-6 1 -9 SLP I �-... O ) ( I _ I 4. 1 NEW ARCH 01-11-2018 I 1 N ( 3 N I i I ®®®sagest fi® NOTE 3 TO ISLAND , 1 ( ( ,� '��LU i I R r 1 1 I � 1 t D I 1 1 , W9j +� J GARAGE EXT WALL CURB SECTION PRE -PLUMB I 1 A EQ , - z 2 I , �w.•., ®, 1 I I I I I t I o®® ®�Ea •.. �� IF GROUND ADJACENT TO FTG SLOPES DOWN I FOR SINK I SLAB ELEV - - I `� 0► N I , I I I I I i @ 2,# AND AWAY FROM STRUCTURE STEEPER THAN L W/ DRAIN (2) TOTAL -I I L -I - ---� �- --- --= -- --- r- -- -J Z----- -- - --- --- --- __-F - --- - - ---- I 21 57 1-O'VERTICALLY PER 30 HORIZONTALLY, ---------- -1--- --------------------- -- _- -, _ --- _- ------ - ---T - -L1 - _I CONTRACTOR HAS TWO CHOICES: ao - L - - - J I .. 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE11 - - - - - - - - - - - - - - - - - - -.-. � � __ - - .`- - - - _ �- - - _ - - - � - _ - - - - - - ._- - - - - �- ... O N OF EOR TO PREVENT EROSION OF SOIL. L 2. USE STEMWALL FOOTING s Bfi'• E4t o® z 10'-0" 3'-0" 34'-0" 7' 6.. °�® �0� Ai.%®%� O FOOTING DErtedVVArAY, P. E. Q P.E. No. 71457 74'-6" 12-07-2017 • METAL CONNECTOR ENGINEERING CMU STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK C (3)#4 EW N o L L FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4It w 1. SPECIAL CARE SHOULD`BE EXERCISED BY CONTRACTOR WHEN BACK FILLING WHEN IT IS OVER COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD: D 24"SQx20" DEEP FTG W/ ~ ' r -- �I BEHIND A STEM WALL, PARTICULARLY 4 (3)#4 EW t=n COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. H _ 4901 BelfOrt Rd Suite 140 - 00 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS: 30"SQx20 DEEP FTG W/ 2. SCREW IN ANCHORS ALLOWED 1N MONOLITHIC FOOTINGS ONLY. EPDXYE 0 (4) EW 0 Jacksonville FI 32256 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS: Y Phone, (904) 262-9898 Q 36"SQx20" DEEP FTG W/ a Fax: (904) 262-9861 (4)#4 EW z W J � RE-ENTRANT CORNER DETAIL ZG O# �Ew T&BEP FTG wi LO Q (RECOMMENDED) 4'' CONCRETE SLAB W/ RE-ENTRANT CORNERS PLAN VIEW, DETAIL TYPICAL @ ALL (REV 01-11-18) 6x6 WI A x W1.4 WWF OR FIBERMESH O 0'-0" A. F. F. z e -a- - a--- VARIES a �d 3„ Z 74'-3" - \\\ 8" MIN 53'-6" 11-0 00 22l-2" 13'-4" 18 -0„ Z 8"x8" THICKENED 8` z FTG AT STEP-DOWN, • VAPOR BARRIER FORM AND POUR PEDISTAL w _ SEE PLAN OR SOLID FILLED CMU PIER, p (3)TOTAL ------ .PROVIDE (1) FULL HEIGHT #4 o A 9'-4" 4'-0 I LL OR #5 VERTICAL, VERTICAL dCURB STEP SECTION 1 W REINFORCEMENT TO BEND � —1' 90'@ BOTTOM & TIE INTO HB HB E o L — — — — — — — — I HB O FTG REINFORCEMENT -1- -1 r -1 �.p I — = — — - FOOTING _ — — �— — — — — (— -]—I-1- ------ — — ------------ -------1 — o iL �----- o a '. tr- -Z �w -----=------ = ----- — —oo z L— - _ - - ---__-- — — — — — — V .W 1/2' -01, 4" SLAB W/ V-11 6x6 W14 x W 0 1.4 WWF OR FIBERMESH 0'-0"A.F.F; X3'0T-1 1/, 3-1 2'-2" 1-3 /2D _ - d-------- -- -- ARLES (3) TOTAL _ — Cn �---( i I N z -- I ( NOTE 9 SLP Irn „ co I I ETE S PROVIDED SLP -0-42 tr Z col ((n i R BUILDER (MIN) O o I W oo w WI L) � s "NOTE., I U 0'-0.. - - -I -1 - m _ .- U VAPOR ( BUILDER TO PROVIDE I I (MIN) I — ) O O �I C- ~ `I i I —_ NOTE. SAW Q r w 12 UNDER 1 STORY WALL BARRIER TEPS TO GRADE PE h t Q p =I t w WITH (2)#4 OR (2)#5 CONT ARCH PLANS I I I 2 CUT C.J. S �I 1 Q t I I t 112° �T�P> 16" UNDER 2 STORY WALL t L WITH (3)#4 OR (2)#5 CONT N t I I I N m Fb m I i 3 i I 1 E FOR �o I I I SLP 7 1 2 w l SEE SHEET S5 O I I I D TION' I EXTENT OF 1 NOTE 3 STEPS PROVIDED 2 BEARING CURB STEP SEC { I BOTTOM LATE � I I I _j @ SLAB ELEv 0 PAVERS PER BUILDER --- — — — --ANCHORAGE OPTIONS w I I --- -- ---� CELLAR, LOT r2 -�----------- --- - - I I ----- -- ----'� --T I I I 0 OCEAN BOU VA _ F_ F__ -1'-2" 14', ('.. I SLP F] l **NOTE** LE RD F- op I ( (MIN) I `° I I I UILDER TO PROVIDE U ATLANTIC BEACH FL co L o0 3 o OPT 2 -0'-4" q TEPS TO GRADE PER m Q I-- I--- J I 9 ,n -4 1 1 I ARCH PLANS cn f 1 {MIN) D I I } 61, I PAVERS BY 21' i" T-4" T-2" 12'-4 1/2" 6'-2'' 6'-6. NO 4 OR NO 5 @ 18" O.C. I I (4) TOTAL 4 CONCRETE SLAB I BUILDER W/ 9 BEND @ BOTTOM I I SLAB ELEV I I I 0 W/6x6WIAxW1.4 I WWF OR FIBERMESHVARIES fl N -FI 1 F_7 0 # w JOB OS012 • a 8" MIN 2 I_-- I � ( I I-------- I � t- - - — — — 28" MAX I I I 3 „ „ „ 3 I I - I I U DATE: i0-17-2017" cn l \ 10 -0 I 12'-6" 2'-3" 7 -7 1/2" 2'-7l I I 6 -9 1 /2 v 12 -7 I I a I I — --- a ;12 MIN,/ /\/\/\/ / I I t I - // I------_ I I I I I I I Z r\ /,///�//%/ I SLP I _ D__ L ti I I I OPT I N VAPOR BARRIER // �/ - -_ L I cfl �— 2 2 ISSUE® r / t I,�w (� 6 OPT. EXTENSION IN BRIG I I ii II II I „ V I1� J® - F'V�15i5 �r-1 LOCATIONS ON FND PLAN **NOTE** I Ip I � I -.5 1/2 M � i i I r�_ J_� _J I f I _ I e _ 0 BUILDER TO PROVIDE ( t I i I 1 i l 1 ENCS D4TE-12� 2QJli Y ALL I TEPS TO GRADE PER „ -0'-0" 1 I 12 UNDER 1 STORY W I r -0 -0 I f I I I I S EX ENG D�'.N-CCS/SD�4 LU WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 I ARCH PLANS I M � I _ � _ - _ - - - (MIN) 6 (n BAR IN BRICK LEDGE I I (MIN) I 1- L I STRU I , I I 1 ( I CTU ENGINEERING REV 15EU - W 16" UNDER 2 STORY WALL I I COI PR VIDE ,„ �„ I i ,. WITH 3 #4 OR (2 #5 CONT N PVC .ONDUIT 3-6 1 -9 SLP I �-... O ) ( I _ I 4. 1 NEW ARCH 01-11-2018 I 1 N ( 3 N I i I ®®®sagest fi® NOTE 3 TO ISLAND , 1 ( ( ,� '��LU i I R r 1 1 I � 1 t D I 1 1 , W9j +� J GARAGE EXT WALL CURB SECTION PRE -PLUMB I 1 A EQ , - z 2 I , �w.•., ®, 1 I I I I I t I o®® ®�Ea •.. �� IF GROUND ADJACENT TO FTG SLOPES DOWN I FOR SINK I SLAB ELEV - - I `� 0► N I , I I I I I i @ 2,# AND AWAY FROM STRUCTURE STEEPER THAN L W/ DRAIN (2) TOTAL -I I L -I - ---� �- --- --= -- --- r- -- -J Z----- -- - --- --- --- __-F - --- - - ---- I 21 57 1-O'VERTICALLY PER 30 HORIZONTALLY, ---------- -1--- --------------------- -- _- -, _ --- _- ------ - ---T - -L1 - _I CONTRACTOR HAS TWO CHOICES: ao - L - - - J I .. 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE11 - - - - - - - - - - - - - - - - - - -.-. � � __ - - .`- - - - _ �- - - _ - - - � - _ - - - - - - ._- - - - - �- ... O N OF EOR TO PREVENT EROSION OF SOIL. L 2. USE STEMWALL FOOTING s Bfi'• E4t o® z 10'-0" 3'-0" 34'-0" 7' 6.. °�® �0� Ai.%®%� O FOOTING DErtedVVArAY, P. E. Q P.E. No. 71457 74'-6" 12-07-2017 • METAL CONNECTOR ENGINEERING AMING 'KEYNOTES TRUSS TO TOP PLATE PER TYPICAL WALL ETAL CONNECT O R SECTION, U.N.O. N TES APPLICABLE ONLY WHERE SPECIFIED ON PLAN PER ARCH. DRAWINGS 1.MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS: 2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS CRIPPLE STUD AT WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE 04 EACH END OF HEADER INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. z SILL, AS SHOWN g 3. �TTACH 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/ 1 O @ 3" O.C. PER ARCH. OLSHEATHING SPAN CONT. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DRAWINGS N0.2 SPF HEADER SILL 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 AREA SHOWN AND ANY MAX 36.5" R.O. EITHER KING STUD 4 PORCH BEAM FRAMING NOTESCD VERTICAL PANELo A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV BREAKS ABOVE NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL N OR WINDOW OPENING IFp o TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. ANY ARE PRESENT D B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV -j PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. N 0 N -. N C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, ' L MSTA24. POST DOWN STUDS TO STUDS BELOW WLNTS20 OR =' MSTA24. 0 0 — —— — = D. BEAM ATTACHED TO EXISTING FRAMING Y ---- _ 2 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS 0 W r— X r -- r Z O 0 W F-- Z 01- • 6x6 NO.2 SYP PT NOTE 4 POST, (3) TOTAL • EACH BEAM TO I cn 1 IDTT2Z . EACH BEAM TO POST W/ (2) MSTA24 - 1 2 STUDS w0 wo ' ENG DRN: CCS/SDA 2 HTT4 O DTT2Z C7 {REV 02-19-18) W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. N • POST TO SLAB W/ LL_ RE u I S E D W ABU44 OR HTT4 1 NEWARCH 01-11-2018 v 11wtllf fill .Y.�•r �� f,® 2 NEW ARCH 02-19-2018 J ., so- e.esb�FS d. � � � iY Le GI\ ra • aFP 5. ; SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL w 71 57 y WALL SECTION SHEET, AT FIRST LEVEL STRUCTURAL FRAMING PLAN II — II_ 1/4 — 1 0 DER�IYpRiAY; P. E. P.E. No. 71.457 Q 12-07-2017 6.: HIGH UPLIFT CONNECTION: 4901 BelfOrt Rd Suite 140 00 METAL CONNECTOR ENGINEERING • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SD 15600 @ 16" Q.C. p JQC�CSOf1Vllle Fl 32256 OR (2) SDWC15600 @ 24" O.C. v • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. P OVIDE "METAL Y Phone: (904 262-9898 , WSP HEADER DETAILS FLAT STRAP 2ND LEVEL STUD TO 9 ST LEVEL STU 32" O.C. NO @ ¢ a Fax: (904) 262-9861 { ELEVATION VIE ALTERNATIVE AVAILABLE Z W . 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC1 450 @ 16" O.C. OR p J NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL (2) SDWC15450 @ 24" O.C. HEADER OVER OPENING AS COVERING SERVES AS E INDICATED ON PLAN — --1 — ._., 2 STUDS z c� 7.'PLANK-ORIENTED HEADER FRAMING LO n FRAME WALL W/ 2x6 NO.2 SPF MAX 16" O.C. F— p w A. FASTEN PLANK ORIENTED HEADER TO JACK KIN GROUP W/ (2) A35 @ NOTE 9 -I DTT2Z EACH SIDE OF OPENING, SEE PLANK HEADER F MING DETAIL, ON SW2 I I I I SW2 DETAIL SHEET. r B. FASTEN PLANK ORIENTED HEADER TO JACK/KIN GROUP WITH L — _ J L - L D HORIZONTAL HTS16 STRAP EACH SIDE OF OPEN G. NOTE 4---\ S3.1 C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS OCATION ONLY. z STRUCTURAL HEADER HAS BEEN CALCULATED RESIST THE OUT NN XXX _) OF PLANE WIND LOAD. z (2) 2x12.:. (3) 2x6-1/1 2 2x6-1/1 O - 4 ST S � u w 2 2x6-1/ O I 8. FLOOR DECK TO BOTTOM PLATE W/ 10d @ MAX 3 O.C. m M � o I 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP P TE W/ (2) 2x6 Q: _ (/) • ADD ADDTIONAL STUDS TOS I (2) Hi 4 cn I I NO. 2 SYP STUDS @ MAX 12" O.C. w ND STUDS TO PROVIDE MIN (2) p G1 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL L NGTH OF SWB - ' - O STUDS BELOW SW2 ABOVE z S6 BLOCKING & STRAPPING TO MATCH ELEVATION OF WI DOW/DOOR w •F ASTEN STUDS TO SW END STUDS TOP & BOTTOM SILL o V/ (2) ROWS 10d @ 8" O.C. _ 1.1. • MIN' (4) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER. 2 MSTA24 STAGGERED I •2ND LEVEL STUD GROUP TO 1ST LEVEL STUD GROUP / (2) HTT4. O - - - .r TUD GROUP TO SLAB W/ HTT4* ""SW2"" I (2) 2x4-1/1 ATTACH BOTH 2ND EVEL HTT4 TO INVERTED HTT4 0 1ST LEVEL L U- LU ER SPECIFICATIONS GARAGE DOOR DESIGN STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL OP PLATE, HTT4 TO HTT4 W/V 0 ROD W/NUT AND WASHER AT CH END, (2) p V I WIND LOAD (PSF): z a +25.79/.28.80.... 3 % "" x 11 Y'" LSL-2/ _ TOTAL: 1= (2) 9Ya"� LSL-2/3 M cn 1�.. MIN (3) STUDS BELOW TRUSS GIRDER STUDS TO BE I LUSIVE OF SWB END STUDS p Ya" LVL 0 D • FASTEN STUDS TOGETHER W/ (2) ROWS 10d @ 8" O.C. STAGGERED • STUD GROUP TO SLAB W/ HTT5 PER ""SWB'" SPECIFIC IONS p U W (2) 11 � z S3.1 _ co \, G 1 O u I Ll HOLD BACK LEAD STUD OF- z (2) 2x4-111 -I S6 a ..� PERPENDICULAR WALL 1/2" FOR SW ) I U SHEATHING TO BE CONTINUOUS zUj I o ry (2) 2x12-2/1 -j O NOTE 4 U II II I w >N (n (2) 2 x -1/1 (2) 2x101 X w a T D - 3 S U S¢ 3 STUDS s�s I NOTE 1 LUca _ — — — — - — — — — — — — — o, w - I — — — — — — — — — — — 2 11 Y""LVL --- --- ------------ i 0 M MAX 20" OPENING FOR IN- WALL I a Z CELL.', LOT _✓' o TANK' AND CARRIER SYSTEM (2)2x6-1/1 � (2)2x10 D O 1- -----=----=— cn r OCEAN 50ULr=yAfRD I =(3)9 L -I I M I U ,4TL�4NTIC sEAGH,L SL -2/3 Ln0 w ¢ I-- �-- H 0 N M _ cn o 2 STUDS z w -----=--------� z z - HTT5COCOfA O z O p (2) 2x6-1/1_ - 2S W p I `(2)2x10 _ w DTT2 'S J05**: 05012 0 I c� (2)2x6-1/1a.M �- D,4�'E:isa-17-201� C%) I N ?� M ¢ DRALUN:'DP I — w I I tn (2) 2x12 -- ----------- I-- -- I —— ILE ----- � z (2).2x6-1/2 OTE 1 - 3Y""x9Y"LSL-2J2 (2) 2x6 1/2 2 a — — _ 2 2x10 Ci-iKD — ----- (�JJUED: • 6x6 NO.2 SYP PT NOTE 4 POST, (3) TOTAL • EACH BEAM TO .,-(3) 2x6-2/1 I NOTE 6 4 STUDS0 cn 1 IDTT2Z . EACH BEAM TO POST W/ (2) MSTA24 - 1 2 STUDS w0 wo ' ENG DRN: CCS/SDA 2 HTT4 O DTT2Z C7 .,-(3) 2x6-2/1 I NOTE 6 1 MSTA24 � NOTE 4 ENG JOB#: PV15-15 2STUDS wp .4x4N0.2SYPPT EN D4TE:12-01-2011 0 - 1 MSTA24 POST, (4) TOTAL rb C Nf DTT2Z '> W POST W! (2) MSTA24 2 4 STUDS0 cn 1 IDTT2Z . EACH BEAM TO POST W/ (2) MSTA24 F DTT2Z w sD ENG DRN: CCS/SDA 2 HTT4 O 1 MSTA24 � NOTE 4 ENG JOB#: PV15-15 2STUDS wp .4x4N0.2SYPPT EN D4TE:12-01-2011 0 - 1 MSTA24 POST, (4) TOTAL rb C Nf DTT2Z '> W POST W! (2) MSTA24 2 MSTA24 cn 1 IDTT2Z . EACH BEAM TO POST W/ (2) MSTA24 - DTT2Z ENG DRN: CCS/SDA � •POST TO SLAB W/ ABU66 OR HTT4 1 DTT2Z • POST TO SLAB W/ S L ENGINEERING RE u I S E D W ABU44 OR HTT4 1 NEWARCH 01-11-2018 11wtllf fill .Y.�•r �� f,® 2 NEW ARCH 02-19-2018 J ., so- e.esb�FS d. � � � iY Le GI\ ra • aFP 71 57 y AT FIRST LEVEL STRUCTURAL FRAMING PLAN II — II_ 1/4 — 1 0 DER�IYpRiAY; P. E. P.E. No. 71.457 Q 12-07-2017 METAL CONNECTOR ENGINEERING - 2 STUDS Y j -¢, q - DTT2Z 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. BEARING POINTS MAY BE ALTERNATELY DESIGNED AS SEPARATE *FLOOR DECK TO SHEAR PANEL Wf 10d @" 3" O.C. TRUSSES, GIVEN ADEQUATE BEARING IS PROVIDED • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT • LABELING OF SUCH TRUSSES SHALL MATCH ORIGINAL TRUSS PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF DESIGNATIONS ACCOMPANIED BY A LETTER DESIGNATION, FOR BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET EXAMPLE F_ WOULD BECOME F_a AND F_b 2. TYPICAL BEARING BLOCK • EOR WILL REVIEW SUCH ALTERNATE DESIGNS, BEARING • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO CONDITIONS ASSOCIATED, AND LABELING. EOR WILL APPROVE MATCH DIMENSION OF TRUSS MEMBER: THIS ALTERNATE BY STAMPING AND APPROVING TRUSS PACKAGE. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. o SPACING) ,N • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N LOCATIONS ON PLAN a4 10' 53'5" • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION 0 AGAINST CORROSION • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS N NOTE 6 SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS c" AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M 0 0 o Q Q Q o S3.1 LEDGERS ARE FOR INTERIOR USE ONLY. U- n OO O o W W LL w 0 W7 (2) HTS2O N N N N N N N N N N N N N N N N coW I r r r r r r r r r r r r r ( O O O O O d O O O O O O O O r r r r r r r r r r r r r r r r r LL U- LL LL LL U- U- U- U_ LL LL U_ LL LL LL LL LL LL U- U_ LL LL U- iL U_ U- LL LL LL LL LLLL NCIE1 � O J03 0 J05 D T18 bo TU26 o T19 LL J LUS26 J v w P v r co V U) = L J v r m V (n 2 L J Cn r o V U)co _ L J Ij 'v co V (n _ J -v co `t U) _ L J 4901 Belfort Rd SUlte 140 00 v r to V U) 3 L J o Jacksonville Fl 32256 v T co Iq U) C J v T. c0 It (n _ L J a Phone: (904) 262-9898 J �r C- co *t W _ L J a Fax: (904) 262-9861 :; ch r. z v r LLI v r 1= "_v r �- 'v .. r m a w w z 0 z w 0 O U- ry U.U a T19 T20 T20 T19 T18 J LUS26 J L 26 J P v r co V U) = L J v r m V (n 2 L J r co d (n = L J r o V U)co _ L J v_ r co It L J 'v co V (n _ J -v co `t U) _ L J 'v co sP C0 = L J v r co V W 2 L J v r to V U) 3 L J r co V U) __ L: J v r m d U) L - v T co Iq U) C J v T. c0 It (n _ L J T � V U) _ L J L J �r C- co *t W _ L J T cfl cr (n _ L l THA422F0 :; ch r. P v r v r v r �r r "_v r �- 'v .. r _v r v C' 2 J07M T [- r T ['- — r ANGLE& LATERA BRACES {- 4. OVERFRAMtNG NOTES � ., - J07M J07M J07M 16" O.C.OR(3)a'x4%2�� _ LAGS OR WOOD 2x6 NO.2 SYP ROOF LEDGER; SEE NOTE 1'4" ' F02, ," 14 .� LUS26 LUS26 J ^; 2 HTS20 OR (J _ (2) MSTA24 HTU26 a WITH A 20 psf BCLL AND 5 psf BCDL THIS L( AD IS SUFFICIENT TO 145 �. J 2x8 NO. 2 YP ROOF LEDGER, EE NOTE 3 LUS26 "�, I K ;°' SUPPORT THE AIR HANDLER. Q FASTEN EACH JOIST ° F02T TO NAILER W/ MIN (4)' 8DCOMMO�► TOE-NAILS.`9�ffi o C_• t �® L ; D SHED RODE DETAIL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER 1N ACCORDANCE C7 II I II DEREK B. MURRAY, P.E. Q PLAN 1/4 1 0 J05 P.E. No. 71 457 12-07-2017 - L •ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24 O.C. MAX. "" �r ; ' r � r � r•ALL ,. o F02AT 14 „ ' MAYBE OMITTED FROM " ," SLEEPERS TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. � - LUS26 J07M -6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS _ N X N ;' GABLE BRACING DETAIL •FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ 3 16d T20 J END VERTICAL Wi (6)10d FACE NAILS: U w J03 rm N � N � x IF PORCH SHEATHING COMMONS MIN. N � • ATTACH EACH FLOOR TRUSS T HDR/TOP PLT BELOW W/ MTS1 O S 2 �- 1"4r" , d Q ;, DETAIL IS PROPERLY • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT LUS26 OT 1 ,..; J07M 7. HTT4 AT EACH FACE OF TRUSS TO STUDS GROUP BELOW W/ (L APPLIED CONNECTOR. O T20 J F02A F02A 1'4"" O '` INVERTED (2) HTT4; (2) TOTAL. INVERTED HTT4 ON STUD GROUP r • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, HTT4 TO HTT4 ' o • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO �C)C)o W/ 5/e' 0 ROD W/NUT AND WASHER AT EACH END. m dLO>` O o FGE02 0 or rn rn rn 1.-- rn 0) 0) cz m w o o r- r GE01 CO w RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. w z LUS26 O LL U- O U- O 0) OO O O O LL U- u- O U- U- LL- UL LL O r r r r LL LL U- LL LL W ANGLE & LATERAL BRACES LL 11 U- U MAYBE OMITTED FROM ,l GE01 0 0¢0 000 000 o m a w w z 0 z w 0 O U- ry U.U a T20 M T20 T20 T20 T20 T19 T18 J LUS26 J _ r � 6 LUS2 J P v r co V U) = L J v r m V (n 2 L J r co d (n = L J r o V U)co _ L J v_ r co It L J 'v co V (n _ J -v co `t U) _ L J 'v co sP C0 = L J v r co V W 2 L J v r to V U) 3 L J r co V U) __ L: J v r m d U) L - v T co Iq U) C J v T. c0 It (n _ L J T � V U) _ L J L J �r C- co *t W _ L J T cfl cr (n _ L o �, T" ."� .. '. :! ' ch r. P v r v r v r �r r "_v r �- 'v .. r _v r v C' 2 J07M T [- r T ['- — r T {- 00 N �. (2) HTS20 — ., - J07M J07M J07M 16" O.C.OR(3)a'x4%2�� _ LAGS OR WOOD 2x6 NO.2 SYP ROOF LEDGER; SEE NOTE 1'4" ' F02, ," 14 .� LUS26 LUS26 J ^; 2 HTS20 OR (J _ (2) MSTA24 HTU26 a WITH A 20 psf BCLL AND 5 psf BCDL THIS L( AD IS SUFFICIENT TO 145 �. J 2x8 NO. 2 YP ROOF LEDGER, EE NOTE 3 LUS26 "�, I K ;°' SUPPORT THE AIR HANDLER. Q FASTEN EACH JOIST ° F02T TO NAILER W/ MIN (4)' 8DCOMMO�► TOE-NAILS.`9�ffi o C_• t �® D SHED RODE DETAIL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER 1N ACCORDANCE C7 II I II DEREK B. MURRAY, P.E. Q PLAN 1/4 1 0 J05 m a w w z 0 z w 0 O U- ry U.U a RAFTER SPAN SCHEDULE T20 T20 T19 T18 O.C. SPACING _ r � 6 LUS2 J NOTE 2 J L. U 2x6 2x8 ,A\ "I :. .; ;" ,._ 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 12'-11" 164" 18'-0" 2 a �n ¢ DRAIIJN: Di= v 20 L.L./15 D.L. #2 SYP NAILER W/ MIN (4) SHEATHING.: 8D COMMON 0TO (REV 2-19-18) z Pc NT. TOE -NAILS. 2x6 NO.2 SYP o NAILER TRUSS ENGINEERING TE G ERING NQ S ISSUED: J07M - J07M J07M , IN FASTEN CONTINUOUS NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND F02B „ 1 4 J07M 4"O.C.TOP GEILINGJOISTAT2 O PLATE CONNECTIONS SHALL BE ACC TO THE TYPICAL - CI - C L ENCS DATE 12 sa-i 201�1 FRAMING/HEADERWITH FASTEN RAFTER TO JOIST (2) 4' x 4 Y2" LAGS OR F02 1'4" w 4 D COMMON. WITH MIN O 8 WOOD SCREWS @MAX°e LUS' J 16" O.C.OR(3)a'x4%2�� _ LAGS OR WOOD 2x6 NO.2 SYP ROOF LEDGER; SEE NOTE 1'4" ' F02, ," 14 z ^; HTU26 a WITH A 20 psf BCLL AND 5 psf BCDL THIS L( AD IS SUFFICIENT TO 145 �. J F02 "4." 2x4 SYP CONTA NAILER RooFSHEaTHING. ;°' SUPPORT THE AIR HANDLER. Q FASTEN EACH JOIST ° F02T TO NAILER W/ MIN (4)' m a w w z 0 z w 0 O U- ry U.U a RAFTER SPAN SCHEDULE NOTES O.C. SPACING LUMBER SIZE NOTE 2 J L. U 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 12'-11" 164" 18'-0" 2 a �n ¢ DRAIIJN: Di= v 20 L.L./15 D.L. #2 SYP m a w w z 0 z w 0 O U- ry U.U a CEILING JOIST SPAN SCHEDULE NOTES O.C. SPACING LUMBER SIZE NOTE 2 J L. U 2x4 2x6 2x8 2x10 " 12 1 11 11 -10 18'-8"24'-7" 7 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 1 9'4" 13'-11" 1 17'-7" 20'-11" 2 a �n ¢ DRAIIJN: Di= v 10 L.L./5 D.L. #2 SYP m a w w z 0 z w 0 O U- ry U.U a z NOTES O U o 0 W NOTE 2 J L. U O z 2. FASTEN EACH PLY W/ (3) ROWS 10d @ 6" O.C. STAGGERED. DETAIL IS PROPERLY NOTE 6 APPLIED 10' 56'11 7------------- 73'11 73'11 BEAM NO. BEAM SIZE AND TYPE NOTES B01 (2) 20" LVL NOTE 2 1. FASTEN EACH PLY W/ (3) ROWS 10d @ 12" O.C. STAGGERED. 0 O 2. FASTEN EACH PLY W/ (3) ROWS 10d @ 6" O.C. STAGGERED. 3. FASTEN PLIES W/ (2) ROWS j2" DIA.THRU BOLT W/ NUT AND w#. JOB 0,5012 WASHER @ 16" O.C. STAGGERED, PROVIDE 2" EDGE DISTANCE. h- b 7_)ATE:10-11-2011 W INSTALL ASSEMBLY OVER WALL FASTEN EACH RAFTER 2 a �n ¢ DRAIIJN: Di= v NAILER W/ MIN (4) SHEATHING.: 8D COMMON 0TO (REV 2-19-18) z Pc NT. TOE -NAILS. 2x6 NO.2 SYP o NAILER TRUSS ENGINEERING TE G ERING NQ S ISSUED: IN FASTEN CONTINUOUS NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND Q • ENCx JOB#: P,/,5'5 UNLESS SPECIFICALLY NOTED ON TRUSS N RAMING PLAN, ALL TRUSS TO Lv J07M 4"O.C.TOP GEILINGJOISTAT2 O PLATE CONNECTIONS SHALL BE ACC TO THE TYPICAL - CI - C L ENCS DATE 12 sa-i 201�1 FRAMING/HEADERWITH FASTEN RAFTER TO JOIST (2) 4' x 4 Y2" LAGS OR WALL SECTION SHEET. ENCS DiRN: CGS/SDA Lu 4 D COMMON. WITH MIN O 8 WOOD SCREWS @MAX°e • ALL EXTERIOR WALLS ARE HELD BACK 1/2' FOR SHEATHIN%G U ( G STRU.PT C1rl�l ERING LLJ �j, RE USED. 16" O.C.OR(3)a'x4%2�� _ LAGS OR WOOD F02AT 1'4" ' �, S HEATH ASSEMBLY FULLYb.ffi, SCREWS MAX 24 O.0 "' PER STRUCTURAL PANEL ,m ; `,i;° ;�.�� 2 NEW ARCH/TRUSSES 02-19-2018 THE BOTTOM CHORD AND OTHER TRUSS 11' EMBERS HAVE BEEN LOAD D • •, ^; 2ft max SPECIFICATIONS ST -1 FOR NO.2 a WITH A 20 psf BCLL AND 5 psf BCDL THIS L( AD IS SUFFICIENT TO 145 �. J 2x4 SYP CONTA NAILER RooFSHEaTHING. ;°' SUPPORT THE AIR HANDLER. Q FASTEN EACH JOIST ° TO NAILER W/ MIN (4)' 8DCOMMO�► TOE-NAILS.`9�ffi o C_• t �® D SHED RODE DETAIL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER 1N ACCORDANCE C7 II I II DEREK B. MURRAY, P.E. Q PLAN 1/4 1 0 J05 P.E. No. 71 457 12-07-2017 METAL CONNECTOR ENGINEERING ; ' WITH FRC R302.12. o F02AT 14 „ ' J07M -6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS _ END VERTICAL Wi (6)10d FACE NAILS: U w J03 rm F02A x • ATTACH EACH FLOOR TRUSS T HDR/TOP PLT BELOW W/ MTS1 O S 2 �- 1"4r" , OT 1 J07M 7. HTT4 AT EACH FACE OF TRUSS TO STUDS GROUP BELOW W/ (L F02A F02A 1'4"" O '` INVERTED (2) HTT4; (2) TOTAL. INVERTED HTT4 ON STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, HTT4 TO HTT4 ' ,,.: �C)C)o W/ 5/e' 0 ROD W/NUT AND WASHER AT EACH END. m FGE02 0 or rn rn rn 1.-- rn 0) 0) cz m w o o r- r GE01 w O LL U- O U- O 0) OO O O O LL U- u- O U- U- LL- UL LL O r r r r LL LL U- LL LL W ANGLE & LATERAL BRACES U- U MAYBE OMITTED FROM ,l 0 0¢0 000 000 o LL GABLE BRACING DETAIL BEAM SCHEDULE �O p O O O LL o LL IF PORCH SHEATHING Q DETAIL IS PROPERLY NOTE 6 APPLIED 10' 56'11 7------------- 73'11 73'11 BEAM NO. BEAM SIZE AND TYPE NOTES B01 (2) 20" LVL NOTE 2 W CELLAR, LOT 5 OCEAN BOULEVARD ATLANTIC. T L NIC 5E,4CH, FL i BEAM SCHEDULE NOTES O 1. FASTEN EACH PLY W/ (3) ROWS 10d @ 12" O.C. STAGGERED. 0 2. FASTEN EACH PLY W/ (3) ROWS 10d @ 6" O.C. STAGGERED. 3. FASTEN PLIES W/ (2) ROWS j2" DIA.THRU BOLT W/ NUT AND w#. JOB 0,5012 WASHER @ 16" O.C. STAGGERED, PROVIDE 2" EDGE DISTANCE. h- b 7_)ATE:10-11-2011 W INSTALL ASSEMBLY OVER WALL FASTEN EACH RAFTER 2 a �n ¢ DRAIIJN: Di= v NAILER W/ MIN (4) SHEATHING.: 8D COMMON 0TO (REV 2-19-18) z Pc NT. TOE -NAILS. 2x6 NO.2 SYP o NAILER TRUSS ENGINEERING TE G ERING NQ S ISSUED: IN FASTEN CONTINUOUS NAILERS TO SOLID 2x4 NO.2 SYP RAFTER AND Q • ENCx JOB#: P,/,5'5 UNLESS SPECIFICALLY NOTED ON TRUSS N RAMING PLAN, ALL TRUSS TO Lv 4"O.C.TOP GEILINGJOISTAT2 O PLATE CONNECTIONS SHALL BE ACC TO THE TYPICAL - CI - C L ENCS DATE 12 sa-i 201�1 FRAMING/HEADERWITH FASTEN RAFTER TO JOIST (2) 4' x 4 Y2" LAGS OR WALL SECTION SHEET. ENCS DiRN: CGS/SDA Lu 4 D COMMON. WITH MIN O 8 WOOD SCREWS @MAX°e • ALL EXTERIOR WALLS ARE HELD BACK 1/2' FOR SHEATHIN%G U ( G STRU.PT C1rl�l ERING LLJ �j, RE USED. 16" O.C.OR(3)a'x4%2�� _ LAGS OR WOOD • TRUSSES WITH AREAS THAT CAN FIT A 3' -(X x2 -0 RECTANGLE BETWEEN a . , o _ "" .® .w..o,,,�, �, S HEATH ASSEMBLY FULLYb.ffi, SCREWS MAX 24 O.0 "' PER STRUCTURAL PANEL ,m ; `,i;° ;�.�� 2 NEW ARCH/TRUSSES 02-19-2018 THE BOTTOM CHORD AND OTHER TRUSS 11' EMBERS HAVE BEEN LOAD D • •, 2ft max SPECIFICATIONS ST -1 FOR NO.2 a WITH A 20 psf BCLL AND 5 psf BCDL THIS L( AD IS SUFFICIENT TO 145 �. J 2x4 SYP CONTA NAILER RooFSHEaTHING. ;°' SUPPORT THE AIR HANDLER. Q FASTEN EACH JOIST ° TO NAILER W/ MIN (4)' 8DCOMMO�► TOE-NAILS.`9�ffi o C_• t �® D SHED RODE DETAIL FIRST LEVEL ROOF FRAMING II I II DEREK B. MURRAY, P.E. Q PLAN 1/4 1 0 P.E. No. 71 457 12-07-2017 METAL CONNECTOR ENGINEERING FRA ING KEYNOTES (METIAL CONNECTOR NOTES A PLICABLE ONLY WHERE SPECIFIED ON PLAN 0 0 LU F– Z r 0- W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS cv LJ_ c� (2) 2x4-1/1 1 MSTA24 SW2 I NOTE 9, T-0"+/- SW1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. NOTE 6 6. HIGH UPLIFT CONNECTION: 4901 Belfort Rd Suite '140 ap ro • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 16" O.C. D \ OR 2 sDwc15600 24 O.C. @ 0 Jacksonville A 32256 —O @ (2) 2x6-1/1 (2) 2x6-1/1 _ 4 STUDS w w I WSP DR -0/1 WSP HDR -0/1 ` M •FOR FLOOR -TO -FLOOR CONNECTION SEE ST -5. PROVIDE METAL Phone. 904 262-9898 o p ( U) O I � FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32' O.C. NO o¢ _ (2) HTT4 o O ALTERNATIVE AVAILABLE z FqX. (9� 262 9861 z • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16 O.C. OR J WSP HDR -0/1 I (2) SDWC15450 @ 24" O.C. _ Q 1 MSTA24 (0 - 7. PLANK -ORIENTED HEADER FRAMING (I i A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET, 1 MSTA24 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH rLO - (2) 2x6-1/2 n 1 CS18 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. p (J NOTE 1 C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. Z STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT vi OF PLANE WIND LOAD. w _ 1 _MSTA24 8. FLOOR DECK TO BOTTOM PLATE W/ 10d @ MAX 3" O.C. 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP PLATE W/ (2) 2x6 w ao NO. 2 SYP STUDS @ MAX 12" O.C.06 z (0 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - Z w BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR w TOP & BOTTOM SILL z 11. • MIN(4) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER: • 2ND L€VEL STUD GROUP TO 1ST LEVEL STUD GROUP W/O 2 HTT4. U_ ATTACH BOTH 2ND LEVEL HTT4 TO INVERTED HTT4 ON 1ST LEVEL �(3)— — — — STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, zr HTT4 TO HTT4 W/%" 0 ROD W/NUT AND WASHER AT EACH END, (2) O WSP-HDR-0/1 - 18 - M w TOTAL. C/) O 12. • MIN (8) STUDS BELOW TRUSS GIRDER STUDS TO BE INCLUSIVE OF SWB END O STUDS a z F -I — • FASTEN STUDS TOGETHER W/ (2) ROWS 10d @ 8" O.C. STAGGERED O N • STUP GROUP TO SLAB W/ HTT5 PER "SWB" SPECIFICATIONS U W - o n �I I III I I LII I I — Z >_Uj LI J o ( — 2) 2x4-1/2 O — O NOTE 1 Z a (2 2x4-1/2 I U LU -N TE 1 H I w O I I w W �S 4 STUDS �'- w I - 3 STUIIA > H o o;� 1 z - -(3) CS ¢ z CELLAR, R LOT rp HDR -0/1 (2) 2x6 -1/1L Ln SP HDR 0 U)� OCEAN 5OULEVARD (2) 2x4-1/2 - w NOTE 1 ` U '!I 2 STUDS o o U_ ATLANTIC 5EACH, FL CS48 °W SW1 SW1 NOTE 6 Y 1 I MSTA24 O 1 CS18 z w#. l JOB < 05012 • 0 DATE -10-1 -1 01-i a)I ¢ DR4UJN: DP CH<D Z 2 ISSUED. (REV 02-19-18)Q EX ENCS JOB#: 1�V�15i5 r ENCS DATE:I2-O7-2Q>1�1 ENCS DRN: CC5/,5D,4 W w cn STRUCTURA ENGINEERING . REVISED- W NEWARCH 02-19-2018 K N! � q 71 5 .. V II 11 1 11 A 1. A. O :c�99 t91�`�� DEREK B. HURRAY P.E. SECOND LEVEL STRUCTURAL FRAMING PLAN 1/4 1 O o ` P. E. No. 71457 12-07-2017 ET I M AL CONNECTOR ENGINEERING i 1. MIN (2 INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE 1 ERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHER, INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTER1 R SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATi 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. F#2AME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4. PORCIII BEAM FRAMING NOTES o N A. [JEAM POCKET PORCH BEAMS AT TOP PLT ELEV u NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. c TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. o rn B. 'HIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. N N M C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR w PORCH BEAMS. BEAM TO POST DOWN STUDS W/`HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS 20 OR - MSTA24. z O D. BEAM ATTACHED TO EXISTING FRAMING U ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS 0 0 LU F– Z r 0- W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS cv LJ_ c� (2) 2x4-1/1 1 MSTA24 SW2 I NOTE 9, T-0"+/- SW1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. NOTE 6 6. HIGH UPLIFT CONNECTION: 4901 Belfort Rd Suite '140 ap ro • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 16" O.C. D \ OR 2 sDwc15600 24 O.C. @ 0 Jacksonville A 32256 —O @ (2) 2x6-1/1 (2) 2x6-1/1 _ 4 STUDS w w I WSP DR -0/1 WSP HDR -0/1 ` M •FOR FLOOR -TO -FLOOR CONNECTION SEE ST -5. PROVIDE METAL Phone. 904 262-9898 o p ( U) O I � FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32' O.C. NO o¢ _ (2) HTT4 o O ALTERNATIVE AVAILABLE z FqX. (9� 262 9861 z • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16 O.C. OR J WSP HDR -0/1 I (2) SDWC15450 @ 24" O.C. _ Q 1 MSTA24 (0 - 7. PLANK -ORIENTED HEADER FRAMING (I i A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET, 1 MSTA24 B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH rLO - (2) 2x6-1/2 n 1 CS18 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. p (J NOTE 1 C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. Z STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT vi OF PLANE WIND LOAD. w _ 1 _MSTA24 8. FLOOR DECK TO BOTTOM PLATE W/ 10d @ MAX 3" O.C. 9. BALLOON FRAME WALL TO 2ND LEVEL DOUBLE TOP PLATE W/ (2) 2x6 w ao NO. 2 SYP STUDS @ MAX 12" O.C.06 z (0 10. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - Z w BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR w TOP & BOTTOM SILL z 11. • MIN(4) 2x6 NO.2 SPF STUDS BELOW ROOF GIRDER: • 2ND L€VEL STUD GROUP TO 1ST LEVEL STUD GROUP W/O 2 HTT4. U_ ATTACH BOTH 2ND LEVEL HTT4 TO INVERTED HTT4 ON 1ST LEVEL �(3)— — — — STUD GROUP FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATE, zr HTT4 TO HTT4 W/%" 0 ROD W/NUT AND WASHER AT EACH END, (2) O WSP-HDR-0/1 - 18 - M w TOTAL. C/) O 12. • MIN (8) STUDS BELOW TRUSS GIRDER STUDS TO BE INCLUSIVE OF SWB END O STUDS a z F -I — • FASTEN STUDS TOGETHER W/ (2) ROWS 10d @ 8" O.C. STAGGERED O N • STUP GROUP TO SLAB W/ HTT5 PER "SWB" SPECIFICATIONS U W - o n �I I III I I LII I I — Z >_Uj LI J o ( — 2) 2x4-1/2 O — O NOTE 1 Z a (2 2x4-1/2 I U LU -N TE 1 H I w O I I w W �S 4 STUDS �'- w I - 3 STUIIA > H o o;� 1 z - -(3) CS ¢ z CELLAR, R LOT rp HDR -0/1 (2) 2x6 -1/1L Ln SP HDR 0 U)� OCEAN 5OULEVARD (2) 2x4-1/2 - w NOTE 1 ` U '!I 2 STUDS o o U_ ATLANTIC 5EACH, FL CS48 °W SW1 SW1 NOTE 6 Y 1 I MSTA24 O 1 CS18 z w#. l JOB < 05012 • 0 DATE -10-1 -1 01-i a)I ¢ DR4UJN: DP CH<D Z 2 ISSUED. (REV 02-19-18)Q EX ENCS JOB#: 1�V�15i5 r ENCS DATE:I2-O7-2Q>1�1 ENCS DRN: CC5/,5D,4 W w cn STRUCTURA ENGINEERING . REVISED- W NEWARCH 02-19-2018 K N! � q 71 5 .. V II 11 1 11 A 1. A. O :c�99 t91�`�� DEREK B. HURRAY P.E. SECOND LEVEL STRUCTURAL FRAMING PLAN 1/4 1 O o ` P. E. No. 71457 12-07-2017 ET I M AL CONNECTOR ENGINEERING i 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. 1'6" I LI NOTE? J10 HT 20 J11 J05Z J05Z J05Z J05Z J05Z J05Z to co J05Z J05Z J05Z J05Z J05Z J05Z J05Z J03Z NOTE 7 FHT,40 J01Z 4. OVERFRAMING NOTES • FLOOR DECK TO SHEAR PANEL W/ 1 O @ 3" O.C. Tl 3M �r • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT J U. r- • ALL SLEEPERS TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. d' PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF 2x10 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d r BOX -FRAME OVER SW'DETAIL, SEE DETAIL SHEET Tl 3M 4901 Belfort Rd Suite 140 2, TYPICAL BEARING BLOCK 26-0" 1 1 • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO 15'-10" CONNECTOR. O MATCH DIMENSION OF TRUSS MEMBER. rH 26 • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS a Fax: (904) 262-9861 BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. PB01 z 3. LEDGER FRAMING NOTES: W J • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY Q SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. c SPACING) ,o 17' 36' 3'6' • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N LOCATIONS ON PLAN 00 26 • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION o ; AGAINST CORROSION P601 B1 • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS �. r0 C N SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS C14v0 s o a 00 0 0 0 o r- r- �- S6 AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M F_ f— I^ H f— E— J LEDGERS ARE FOR INTERIOR USE ONLY. U. ' w 1'6" I LI NOTE? J10 HT 20 J11 J05Z J05Z J05Z J05Z J05Z J05Z to co J05Z J05Z J05Z J05Z J05Z J05Z J05Z J03Z NOTE 7 FHT,40 J01Z 'Tl 3 T13M Tl 3M Tl 3M co T13M- 1< i-4 'tel, 0 Q W H z_ CL o 4. OVERFRAMING NOTES � Tl 3M �r J U. r- • ALL SLEEPERS TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. d' 2x8 2x10 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d r 12" Tl 3M 4901 Belfort Rd Suite 140 1 1 26-0" 1 1 r f 15'-10" CONNECTOR. O 22'-1" rH 26 12'-11" a Fax: (904) 262-9861 PB01 z W J Q 'HT 26 ; 1 P601 1 1 + 1 L 'HT 26 i 1 N PB01 i ~ 1 1 1 Wq 'HTL 26 i PB01 N U L 1 h 7HTL 26 r PB01 1 1 'HT 26 PB01 L 7HTL 26 PB01 HT 26 Tl 3H _ HT 6, C Tl 3H HTU26, HTL 26 HTU26) F HTL 26 T13H 7 1108 HTU2 HTL 26 T 3H 1 L 1 ; - HTU26, r HT 26 T13H 1 1 L i ~ HTU26 r HT 26 T1'3H 1 1 1 1 1 `+ 1 ; HTU26 HT 26 Tl 3H 1 N 1 i + HTU26) L HT 6 ' Tl 3H 160 1 LZ 1 + 1 1 r + HTU26 HT 26 1 4T1 3H 1 ' 19 r GE03F_- 'Tl 3 T13M Tl 3M Tl 3M co T13M- 1< i-4 'tel, 0 Q W H z_ CL o 4. OVERFRAMING NOTES � Tl 3M �r J U. r- • ALL SLEEPERS TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. d' 2x8 2x10 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d r 12" Tl 3M 4901 Belfort Rd Suite 140 CO 26-0" 0 Jacksonville FI 32256 15'-10" CONNECTOR. O 22'-1" Phone: (904) 262-9898 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. z 12'-11" a Fax: (904) 262-9861 20 L.L./15 D.L. #2 SYP z W J Q M MST TO RRO ACE F 1U 3S/' DS B LOW 4. OVERFRAMING NOTES Tl 3M •ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24 ..MAX. LO J U. r- • ALL SLEEPERS TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN. d' 2x8 2x10 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d r 12" Tl 3M COMMONS MIN. w 24'-7 26-0" • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 12'-6" 15'-10" CONNECTOR. O 22'-1" 24" • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. z 12'-11" T13 • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO 20 L.L./15 D.L. #2 SYP RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. 2 M MST TO RRO ACE F 1U 3S/' DS B LOW m w w z 0 z w 0 R O J uLU - z 0 ih 2' c GB2 S6 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE J U. 2x6 2x8 2x10 2x12 12" 11'-10' 18'-8" 24'-7 26-0" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" "10'-2" 12'-11" 1 164" 18'-0" 20 L.L./15 D.L. #2 SYP m w w z 0 z w 0 R O J uLU - z 0 ih 2' c GB2 S6 F- U a CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE J U. 2x4 2x6 2x8 2x10 12" 11'-10' 18'-8" 24'-7 26-0" 16" j 10'-9" 16-11" 21'-7" 25'-7" 24-19'-3" 3 13'-11" 1 17'-7" 1 20'-11 10 L.L./5 D.L. #2 SYP F- U a % z w O U 0 o: LU 0 J U. W z W 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY U BUILDER IN ACCORDANCE WITH FRC R302.12. 0 ry O 6. • 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS _ END VERTICAL W/ (6) 1 Od FACE NAILS. w • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/ MTS12. F - w 7. HTT4 AT EACH FACE OF TRUSS TO STUDS GROUP �' (0 G OU BELOW W/ INVERTED (2) HTT4, (2) TOTAL. INVERTED HTT4 ON STUD GROUP F- (0 ~ FLUSH WITH UNDERSIDE OF WALL DBL TOP PLATEH -� , HTT4 TO HTT4 ' W/ 5/8' flJ ROD W/NUT AND WASHER AT EACH END. ' m L (3) MSTA36 TO L : NARROW FACE OF z z h� IV N 5 2 TRUSS/STUDS LO p O O co N N N CV N N BELOW C) O O O O O w Z B1 SIM CELLAR, LOT 5 - Ss 0 OC —AN OU ' VA 8 L� RD D1 v S4.1 Y � ATLANTIC 5EACH FL m 27'10" 9.5.. 167" 3,6,. J 56'11 O z U 2 W JOB#: 05012 • �- (REV 02-19-18) a D,4TE . 10 1i 201 1 V) DR,4UJN Di= G 1-4KD : z INSTALL ASSEMBLY FASTEN EACH TRUSS ISSUED : OVER WALL TO NAILER W/ MIN (4) Q SHEATHING. 8D COMMON ENCS J®B#: FV7575 C 2x6 NO.2 SYP CONT. TOE -NAILS. ENG 1),4TE:12-0-1-2017 � NAILER TRUSS ENGINEERING NOTE EXw ' ENCS pRN. CGS/5D,4 � FASTEN CONTINUOUS STRUCTU L ENGINEERING W NAILERS TO SOLID PRE -MANUFACTURED 2 REVISED FRAMING/HEADER WITH ROOFTRUSS • UNLESS SPECIFICALLY NOTED ON RUSS FRAMING PLAN, ALL ®�o�°'r rr1ej��_ (REV 02-19.18) „ TRUSS TO TOP PLATE CONNECTI S SHALL BE ACCORDING %°"` ¢EK W eUgA ®,�, 2 NEWARCH/TRUSSES 02-19-2018 �'— (2) d x 4 /z LAGS OR WOOD SCREWS @ MAX - ®��°••\(' E S ••°9� ®°® W TO THE TYPICAL WALL_ SECTION S EET. ,� F •.• J 16 O.C. OR (3) i x 4 %z • n NO 7 457 ALL EXTERIOR WALLS ARE HELD CK 1/2 FOR SHEATHING Q LAGS OR WOOD SHEATH ASSEMBLY FULLY i n n seREws MAX 24 O.0 • TRUSSES WITH AREAS THAT CAN IT A 3 -0 x2 -0 RECTANGLE• - @ PER STRUCTURAL PANEL • • - 2ft max SPECIFICATIONS, STA, FORe m BETWEEN THE BOTTOM CHORDA D OTHER TRUSS 2x4 NO.2 SYP CONT: ROOF SHEATHING. TA OF NAILER MEMBERS HAVE BEEN LOADED WI. H A 20 sf BCLL AND 5 sf •�'.� p p � .• A..�1® Q FASTEN EACH JOIST BCDL. THIS LOAD IS SUFFICIENTT SUPPORT THE AIR �� •. 0 9��•• �,,,e TO NAILER W/ MIN (4) MMON HANDLER. 8D CO er roi'4,° 11 _ i 11 r TOE -NAILS. SECOND LEVEL ROOF FRAMING PLAN 1/4 1 0 DEREK B. MURRAY, P.E. o P.E. No. 71457 SHED ROOF DETAIL 1 12-07-2017 • D1 - METAL CONNECTOR ENGINEERING Q 0 H A HVAC Notes G Notes HVAC Notes W 1.0 Design Criteria 5 5 Ver.5 of the FRC requires that all bath exhaust fans have a minimum airflow of 50 cfm. The specified bath 11.0 Thermostats 'n 1 11.1 Honeywell Pro6000 programmable thermostats ore equivalent X Ver 5 Florida Building Code exhaust fans are listed i the table below. y P g q _ Ve r 5 Florida Mechanical Code r Ver 5 Florida Energy Conservation Code ACCA Manual J 8th edition ACCA Manual S ACCA Manual D 2009 2014 Rev. ACCA Manual T BATH EXHAUST FANS ASHRAE 62.2 Exhaust Airflow Listed on the T&B Specification Sheet ASHRAE 62.2 Exhaust Fan Panasonic FV -05-11 VKSL l or equivalent Secondary Exhaust Fans Broan AE80B or equivalent 12.0 Building Specifications 12. l Kitchen exhaust make up air will be provided as required, via a 10 inch make up air duct that penetrates the Z roof terminating in a J vent. The duct will have a Normally 1 Closed Power Open damper that will receive it's signal from a pressure switch in the kitchen exhaust duct or by a relay connected to the kitchen exhaust 0W controls. This same signal will be used to activate the hvac zone in which the kitchen is located. Z Z 13.0 Manual S 2.0 Installation Notes LL rLL 1 Equipment connection shall be verified with manufacturereci specifications. 2.P 6.0 Return Grills l .All return ills are to be Aluminum louvered st ` le. Stam ed ills are not ermitted. JAKSNVI >= _ 2.2 If an equipment is to be located m the attic then FECC -Ver 5 R403.2.4 requires. 6 gr,Y p �' P YIN Manual S , 00 the attic access 2.2. l The service panel must be located within 6 feet of h a P IE . _PAITINER OF i . System, e Selection 6 2 All return ills are to be H&C RCB Grilles or Air Guide RA CB. Substitutions must be approved in advance. Sustained hxcellenee 2.2.2 A device installed to alert homeowner or shutdown the unit when the condensate dram is malfunctioning, pp I 2.2.3 The attic access opening is large enough to replace the unit. Providence Homes Cellar Residence x17.10 OS012 W lectrical service anel indicatin to the home owner that the air handler is located 7.0 VAC Specifications J 2.2.4 A notice is posted on the e p g 11 rooms with an 8x4 rill will D rill similar to H&C A611 OBD or Aire Guide CB OB 1. M l A t it require an B 7 O r m the attic. g q g I Substitutions must be approved in advance. 2.3 If anyequipment is to be located in the attic then FRC -Ver 5 M1305.1.3 requires. 2.3.1An unobstructed passageway large enough to allow removal of the largest object the passageway shall bespecified7 2 All duct board are internal i e nsions. Use 1.5 inch duct board unless "otherwise. level with continuous us g floorin and be at least 24 wide and not more than 72 P long. . Also a work space in front of the appliancewide and 30 shall be at least 30" l fixture with receptacle outlet controlled 7.3 FMC Ver. 5 - M603.1.1 - must provide a 4 minimum clear space around all air handlers. long. A light by a switch at the passage entrance is also required. 8.0 HVAC Zoning 8 1 All supply zoning dampers shall be Honeywell ARD TZ style `or equivalent. 3.0 Air Distribution System A Pp Y g p Yom' 3.1 All ducts stem construction and sealing to adhere to the sealing: and mechanical. attachment requirements_ , 8 2 All zoning system will have a bypass duct and dam `» -ulwth the duct size shown on the drawing. specified in the SMACNA standards. g Y YP p, 8 3 The bypass damper will be a Honeywell TrueZONE Bypass - CPRD or equivalent. 3.2 All duct sizes lists are clear Inside dimensions. Yp P Yom' YP q anual J Loads Flex Duct with R-6 insulation Q System Number 112 6 1 12x6 4901 Belfort Rd Suite 140 Total Heat Loss Jacksonville FI 32256 47,171 Phone: (904) 262-9898 47,171 Sensible Gain Fax: (904) 262-9861 28,678 Supply Flex Duct Floor Penetration 28,678 Latent Gain 6,590 9162578 Thermostat 6,590 Total Gain OA 35 26826 l�J Wall grill 35, 8 Load in Tons 2.94 Round Galvanized steel duct, R-6 Ins., all dims ID 2.94 Section serving whole house 40,305 13,431 Detailed Sensible capacity Section Area Volume .ASHRAE 62.2-2010 3,431 Required ventilation Minimum 68 Maximum 46,492 Nominal 90 72 VJ cut to length with a maximum of 5 /o greater than the span length -is permitted. 9.0 VAC Filters 3.3 All flexible duct runs are to be c gt g p static filter assembly. inch pleated filter ' r NOT permitted. 9 l All air Handlers will beequipped with a low s.... a sae O Y P P 3.4 All connections to be sealed with UL 181 approved mastic. Tape is not permitted as the primary seal. _ 10.0 HVAC Legend crimping or crushing is permitted at any point. 3.6 The mixing box entrance connection is to be made at the end of the box. All secondary ducts will be connected i ducts may be connected to the ends of the mixing box. on the sides, top or bottom of the box. No secondary y g 3.7ll rigid trunks are to be fabricated from 1.5 inch fiberglass duct board unless otherwise specified. A g g p I ' 3.8 All flexible ducts are to be fabricated from flex ducts with R6 insulation. 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 anon -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 permit will outside air to enter ' p only when the system is running. There will also be labeled i i "Ventilation Off" shut off switch located at the air handler to permit manual override. Flex Duct with R-6 insulation Q Rigid Duct`- Fiber Board - all dims are ID _ 112 6 U 12x6 4901 Belfort Rd Suite 140 (n e u valent Return Grill or Equivalent H&C RH45 or RCB R q Jacksonville FI 32256 AHU Supply Phone: (904) 262-9898 Z Honeywell TrueZONE Bypass Damper or equivalent Fax: (904) 262-9861 Duct Size Symbol - 8" Supply Flex Duct Floor Penetration Return Flex Duct Floor Penetration 0 9162578 Thermostat • Supply Zone Damper NOPC OA Two way grill l�J Wall grill VJ cut to length with a maximum of 5 /o greater than the span length -is permitted. 9.0 VAC Filters 3.3 All flexible duct runs are to be c gt g p static filter assembly. inch pleated filter ' r NOT permitted. 9 l All air Handlers will beequipped with a low s.... a sae O Y P P 3.4 All connections to be sealed with UL 181 approved mastic. Tape is not permitted as the primary seal. _ 10.0 HVAC Legend crimping or crushing is permitted at any point. 3.6 The mixing box entrance connection is to be made at the end of the box. All secondary ducts will be connected i ducts may be connected to the ends of the mixing box. on the sides, top or bottom of the box. No secondary y g 3.7ll rigid trunks are to be fabricated from 1.5 inch fiberglass duct board unless otherwise specified. A g g p I ' 3.8 All flexible ducts are to be fabricated from flex ducts with R6 insulation. 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 anon -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 permit will outside air to enter ' p only when the system is running. There will also be labeled i i "Ventilation Off" shut off switch located at the air handler to permit manual override. HVAC Equipment Specifications Flex Duct with R-6 insulation System Number Rigid Duct`- Fiber Board - all dims are ID _ 112 6 H&C A611 Single Throw Supply Grill or Equivalent 12x6 H&C A612 Double Throw Supply Grill or Equivalent ,2X,2 e u valent Return Grill or Equivalent H&C RH45 or RCB R q CH14NB042****A AHU Supply AHU Return Honeywell TrueZONE Bypass Damper or equivalent s -10 Duct Size Symbol - 8" Supply Flex Duct Floor Penetration Return Flex Duct Floor Penetration Manual Balancing Damper 9162578 Thermostat • Supply Zone Damper NOPC OA Two way grill l�J Wall grill Secondary Bath Fan > 50 cfm ASHRAE 62.2 Ventilation Bath Fan Round Galvanized steel duct, R-6 Ins., all dims ID 40,305 Rect Galvanized steel duct, R-6 Ins., all dims ID Fresh Air NCPO & Manual Dampers HVAC Equipment Specifications System Number 1 Total Condenser CH14NB042****A Air handler FB4CNP042L AHRI Number 9162578 SEER 14 14.0 Detailed Cooling capcity 40,305 40,305 Detailed Sensible capacity 28,365 28,365 Detailed Latent capacity 11,940 11,940 Adjusted Sensible capacity 31,040 31,040 Adjusted Latent capacity 9 265 9,265 Airflow 1,278 1,278 KW 8 Zones 4 1 1 1 1 4 0 U �~ U N rn 5.2 The Ver. 5 Florida Mechanical Code 505.2 requires that Exhaust Hood systems capabie ofexhausting i excess W of 400 cfm shall be provided with make up air at a rate approximately equal to the exhaust air rate." Therefore,' -1 Q if the exhaust exceeds 400 cfm provisions vi ions fo r make u air are required. Exception: more than 400 cfm U but no more than 800 cubic feet per minute if there are no gravity vent appliances within the conditioned living F_ space of the structure. If make up air is required, see section 12.0 0 Z 5.3 ASHRAE 62.2-2010 will be accomplished by using a continuous duty rated bath exhaust fan. This E 1\4 00 exhaust fan will feature a manual shut off switch. The switch will be labelled "Ventilation Off". i • CELLAR RES Supply Trunk Sizes Trunk Tl Size 16" Trunk T2 Size 12" x 16" Trunk T3 Size 12" x 10" Trunk T4 Size 12" x 11" Trunk T5 Size 14" Trunk T6 Size 12" X Z WZ o w 04 H Z Z,tCL LL 00 I' W J <C U 4901 Belfort Rd Suite 140 (n Jacksonville Fl 32256 Phone: (904) 262-9898 Z Fax: (904) 262-9861 } i I J 1 : I l f ! II II I W FAMILY r I I W 1Z1Vi II 4 i!( I $ I ! ry I _ o ! !, I I I I! I I I j ) ! 6 I FOYER ! ! I I ( i I I I I CELLAR LOT 5 1- — ---------- -- OCEAN BOULEVARD 6 ! STUDY! ATLANTIC BEACH FL I KITCHEN! H 11i I I I JOB*OS012 ! DINING I I __ _- ---- - ---- ! DATE. 10-17-17 — — = -PANTRY I I - - - - - - ti r , I I ( I ( : � � i ! DRAWN. DP - �-- CHKD: 1 I! ISSUED: I 29t-411 ENG JOB#: ENG DATE: W _ C!� ENG DRN: w REVISED: H 2 2-2-18 w li Q U I I _ I-- 1st LEVE n MECHANICAL PLAN SCn 1/411— � 1 On 0 III x 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 11" Trunk T5 Size 14" Trunk T6 Size 12►► rk— It— x Z 00w Z M+I � C LL Note: Per FECC -5th Edition R403.2.4 1. The service panel must be located within 6 feet of the Note: Per FRC -5th Edition M1305.1.3 attic access An unobstructed passageway large enough to allow 2. A device installed to alert homeowner or shutdwn the removal of the largest object- the passageway shall be c0 unit when the condensate drain is malfunctioning. not less than 30" high and 24 inches wide with r 3.The attic access opening is large enough to replace the continuous flooring and not more that 20' long Also a Note: unit. level work space in front of the appliance shall be at Elevate the ducts high 4.A notice is nosted on the electrical service Danel N least VP witch and 1(1' Inna A lioht f yt„ra with I . J Q U 1 4901 Belfort Rd Suite 140 (n I� Jacksonville FI 32256 1 Phone: (904) 262-9898 Z I I Fax: (904) 262-986.1 I I I y Ili ' 11 I I I fl I. 11 1 1 L ;I LC 6 • i # I 1 I t 1 I I I 2 I t I; 7 I I i l BED #2 1 i 1 k -- - --- ---- -� OWN xs I I; 2 18 9 U W1 NOTE: PER FRC -5TH EDITION G2439.4� COMBUSTION AIR AN OPENING — —.- _— — 'HAVING AND AREA NOT LESS THAN — . 100 SQ INCHES SHALL BE PROVIDED I I , I i 12 iox o3 12 T/ _ TI III 14 I T- 16 Pull Down $ I J �` I� WIC 1 it T - �� ~ , --S II li II % a 1 Ii 1 ' n 10 4'-7" j I I W ' I, IIA L w -- - = ;I, ( LI � J 7 to >o LL � r—� I rI 1 $ _ 4 LII I 1 6 I BATH 3 II I — = - --- - —__ T --- - r I OA I I � - f ! 1 3 L 3 I I II I1 14==- VENTILATION 1 !1 ,� I VE TI TI N _—_ -' �I I BED N LA o �� , I IC L i , I o J ASHRAE 2. 2 I 6 01Q 2 I BATH FAN { { I I { - -=II I CELLAR LOT 5 - I ---- I I I 11 - --- f1,VC OCEAN BOULEVARD { I TH #3 i' I ATLANTIC BEACH. FL ' I I 4 r—� r� JOB* OS012 DATE: 10-17-17 Z s. DRAWN: DP 1 VENTILATION CHKD: 4' , VENTILATION DUCT HAS A 4" ISSUED: { MANUAL DAMPER & A 4" NCPO DAMPER AND A LABELED ENG JOB* „VENTILATION OFF" SHUTOFF EN D W SWITCH LOCATED AT THE AIR l G ATE. L HANDLER TO PERMIT H.O. ENG DRN: W OVERRIDE. REVISED I 2 2-2-18 W ; J Q 2nd LEVEL MECHANICAL PLAN SC /4 - 1 -0 o o IIS r I