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760 PARADISE LN RES20-0086 DRAWINGSAtlantic, eacoh, Florida 0 15-orinaf leld E U 11ders ! w-'ZwpAU'A nate: 2/41/2020 COP'S ISSUE Fro j ect # 520-025 KAYSINS INPEX SHEET DESCRIPTION INFORMATION �RGH ITEGTURAL ,40.0 COVER 5HEE7 m A2.1 MAIN &UPPER FLOOR PLANS R2.2 FRONT & RIGHT ELEVA710N5 A2.3 BEAK & LEFT ELEVA710N5 A2.4 ROOF PLAN BUILDING 2017 - 6th Edition - FL RE51DENTIAL CODE (BUILDING) AP -1 MISC. SECTIONS &DETAILS A0.2 MISC. SECTIONS &DETAILS AD.3 MISC. SECTIONS &DETAILS PRODUCT: 51NGLE FAMILY RE51DENCE E7.1 MAIN &UPPER FLOOR ELECTRICAL PLANS 5A51C WIND 5PEED: (PER 8301,2(4)) (RBC) -130 MPH WIND 5PEED GONMUCTION TYPE: (FBC) 602- TYPE VB ALLOWABLE HEIGHT & BUILDING AREA5: (FBC Table 503) ALLOWED HEIGHT: max, no. of feet 35 feet max. max. no, of stories 3 -story max. AREA: one Story & multistory/floor UNLIMITED FROJECT INFORMATION Florida Ke5idential code 20107 - &th Edition m PROJECT: 5prinofield Homes LOCATION: Duval County, Florida JUR15DICTION: Duval County & City of Atlantic Beach APPLICABLE CODE5: BUILDING 2017 - 6th Edition - FL RE51DENTIAL CODE (BUILDING) PLUMBING 2017 - 6th Edition - FL PLUMBING CODE (BUILDING) MECHANICAL 2017 - 6th Edition FL MECHANICAL CODE (BUILDING) ELECTRICAL 2014 . NATIONAL ELECTRICAL CODE PRODUCT: 51NGLE FAMILY RE51DENCE OCCUPANCY CLA551FICATION: (FBC 310) RE5IDENTIAL - R3 5A51C WIND 5PEED: (PER 8301,2(4)) (RBC) -130 MPH WIND 5PEED GONMUCTION TYPE: (FBC) 602- TYPE VB ALLOWABLE HEIGHT & BUILDING AREA5: (FBC Table 503) ALLOWED HEIGHT: max, no. of feet 35 feet max. max. no, of stories 3 -story max. AREA: one Story & multistory/floor UNLIMITED m REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS � m � m U Mma O . 3 N 40 N M v O N S6- tU •- s c� N g� 4" 40 N Sk Macl Design Contact @SkyMaapes ign.Gom '74g5 5aundersville at. Jacksonville, Florida 32244 Phone: 904 -M 6386 w Q � m � m Mma . 3 40 N M v s_ S6- tU •- s c� 4" 40 Sk Macl Design Contact @SkyMaapes ign.Gom '74g5 5aundersville at. Jacksonville, Florida 32244 Phone: 904 -M 6386 FOR ADDITIONAL REQUIREMENTS AND CONDITIONS PKOJVcT # 520-025 aRAJNN: MAB, KLB REVIEWED BY•, DATE: 3 Z Z.o?� PROJ MGR: CHECKED: , 0 COVER SHEET 464 ALO SHE<=T # LEAN, •� I UPPER F 5CALE:114'=1'-0" 01 .&M A. � ESTIMATED VOLUME m z i o c9 UPPER FLOOR PLAN AREA u_ - mQ 5A5E VOLUME 28,560 CU.F7, TRAY CEILING5 185 N TOTAL E5TVOLUME 28,745 C HANDLER(5) m AND 4" CONC PAD FINAL LOCATION w.l BY OTHER -, i i i 0 o� � ESTIMATED VOLUME m z 5Q.F7ti . 1,389 x 10'-0" CLG 13490 CU.FT. UPPER FLOOR PLAN AREA � m CU.FT. 5A5E VOLUME 28,560 CU.F7, TRAY CEILING5 185 N TOTAL E5TVOLUME 28,745 CU.FT. m w.l Q) 5'-4" 15'-0" e18' 8" 4'-2" 3'-4" 3` 4„ 4'-2" 9' S" 9'-3" 611 3060 5H 306 10" 5Q. COLUMN (NP)0 5H 3060 5H (-LYP) 9 96" AFF 1@ 96" AFF @ 96" AFF /- - 10"WIDE50FFI7 ABV ------------� ( I ,I COVERED PORCH I I I t� IN 7 RM 0 10'-0" CLG +STEP 10'-0" CLG I I LINE OF o 10" I FLOOR ABOVE �? 4-4" 3' 4" 3'-4" 3'-4" 44' — -- ---— — — — -------- —� 3060 5H 3060 5H 3060 5H 3060 5H o 0 96" AFF 0 96" AFF 0 96" AFF 9 96" AFF tj KITCHEN 10'-0" CLG I I 0 1 "KITCHEN 10`-0" i i 18' 10" 2'-7y2" N 1/2 WALL I 341/2"95LAD-7 t 4'x10' I �� 15LAND p o ===-=a =�===Lu 1= I ILu_ �.IVI7 RM¢ Q o ❑ I I I I o "' 10'-0" CLG o IM 5 NK D/W II O 2'-62" v RANGE W/ ( I I o LL. io FS)MICRO I I I No 3'-0" I 51-9y2" 9l-2y2" 3'_1y2" -FURR OUT A5 -_Q I I z REQ'ED------------- I I , N 4682 OPNG - O.H.C. - O.H.G o — — — — HDR @ 8'-2" O e� \ UP L�V i x .TUB PANTRY BATH QTH / 5HOWER c\310 0 CLG c uj N 7-02 20 MIN FIRE -RATED DR 5 5H ' I I I 15r iRAff I I �� �" L JR/5 ---------f--- - LA All 4'-7" 3' S" 4' 10" I I� ' Ale, LAUNDRY TUB �— 19'-102" PER F13CR302.5.1 PROVIDE NOT LE55 THAN 1/2" GYP 50ARD OR EQUIV (ON GARAGE 51DE) FOR FIRE 5EPARA710N FROM GARAGE & :S� RE51DENCE AND ATTIC PER FBC 8302.6 N 2 CAR SARASE 10-0CLG +5TEP o — — — — — — — — — — — — — — — — — — — , I Q I I -g — f-- — --� 1- Lu :I_- 0 10'-0" CLG o> o i o � m � 5082 OPNG cz �A OY2 10'-0" CLG c� 0 BEDROOM cc, iV i tv?,/ ;1 r , 101-01, CLG 'd 1,t►'�1 �$ yr .''J 9 �I I GA5 GA5 LN 0 I I N NI. U -,I L 3960 5H 3060 5H ry ( I Lu o owl , I @ 96" AFF 0 96" AFF 3'1" 3'1" 4'6" 3' O 6" 4'6" I I 16070 OGD I I ENTR 1 I 9'-0" CLG +5TEP I I 12"x12" COLUMN 9'-0" CLG +5TEP I I (TYP) o— — — 12" WIDE 5OFFIT ABV II------------ I I ( ( cl- 0 N� -12" DE 5OFFIT A5V- L---------- It 2" NOTE: (TYP) ALL FIK5T FLOOR EXTERIOR WALL5 2X6 U.N.O. 6'-2" 1'-0" 10'-2" 9'-2" 8'-2" 19-4" 19-8" 39'-0" i MAIM FLOOR PLAN 5CALE:1/4"=1'-0" Lot 42 -Paradise Preserve ESTIMATED VOLUME m MAIN FLOOR PLAN AREA 5Q.F7ti . 1,389 x 10'-0" CLG 13490 CU.FT. UPPER FLOOR PLAN AREA 5Q.FT. 1,630 x 9'-0" CLG 14,670 CU.FT. 5A5E VOLUME 28,560 CU.F7, TRAY CEILING5 185 CU.FT, TOTAL E5TVOLUME 28,745 CU.FT. i Lot 42 -Paradise Preserve AREA TABULATION m MAIN FLOOR PLAN 1389 5Q.F7ti . UPPER FLOOR PLAN 1566 5Q.FT. TOTAL A/C AREA 2955 5Q.FT. ENTRY PORCH 155 5Q.FT. COVERED PORCH 187 5Q.FT. 2 - CAR GARAGE 406 5Q.FT, TOTAL AREA 3703 5Q.FT. m m � m 0 Q) 0 . r N Q_ .0 cu l m Cl W N tU c� m N L VI m z A't c, q 3 �40 40 r 3 40 U. N ; N!ac Design C,ontac,t@SkgMac,oesign.com 7485 5aundersville Gt. Jacksonville, Florida 52244 Phone: cto4 777 633& Q W N N v m � m .W . r a - Q_ .0 cu l m W N tU c� m L VI � S A't V 3 �40 40 r 3 40 U. ; N!ac Design C,ontac,t@SkgMac,oesign.com 7485 5aundersville Gt. Jacksonville, Florida 52244 Phone: cto4 777 633& PROJECT # 520.025 PR.AAN: MAB, KL5 KI0.J MGR: MAIN%1JP, DOR PLANS T �.0 SHEET # X2.1 BOTTOM CHORD TRU55 DRG (TYP) X WIC rola go ,$45 7/8" 2ND FIN. FLR. _ ME ,,$l10'-11/8" T.O.P. MUDD RM ,$4T T.O.W, _ _ _ _ OPNG TO KITCHEN PANTRY BEYOND .00'-0" FIN. FLR. _ _ — PRE-ENGINEERED ROOF TKU55E5 DY OTHER5 (NP) 1/2 WALL TO 42" AFF NOTE: PROVIDE HANDRAILS ON AT LEA5T ONE 51DE OF EA LOFT RUN PER 8311.7.8 (MIN 3*- MAX 38" IN HGT) I DN 18 EQ RI5E85 II @ 711/16" EA II 8 � 1 I ' __ 11 �� 15 —DROP HDR IF REQ'ED 1 + CLIP CLG 2 I 11 BATHROOM CL05ET l L6 ~`� FINAL CAD LAYOUT •� ? 5 DY OTHER5 L_ L 4 �\ L L — TO LIVING/DINING I + I `� 1 BEYOND NOTE: ENCL05ED ACCE5515LE 5PACE UNDER STAIR SHALL BE PROTECTED WITH 1/2" GYP BD PER 8302.7 LAUNDRY Ob 1 0 0 0 BOTTOM CHORD TRU55 BRG (TYP) �T 2" T.O.W. 4_91/8" T.O.P. _ m m 1 7/8" 2ND FIN. FLR. 11'-5 7/8" 2ND FIN. FLR. _— ---- -i— - �10 11/8" T.O,P. (BEYOND _` 9_19/8" AT ROOF _ 6-0" T.O.W. _ K, o 0'-0" FIN. FLR. ----- �q�— _ d 0'-0" FIN. FLR. _ _® --L, — - t GRADEQ GRADE SECTION P 5CALE:1/4"=1' 0" RIGHT ELEVATION 5GALE:14'=1'-9' COMMUNITY DEVELOPMENT APPROVED �i iri�■� ■ r u ..� r�� �i _ .i �r■r■mI _. __ ME 1 r — i i I I 1 LTJ � ® ISI ISI fel ��■��arr�i � 'r FRONT ELEVATION 5CALE:19'4.0" v m A m -1 tn 0 73 u- s s N U O cA v 40 lSi r t1) cv > m O c� tV N � lsi 67 Z, n' ` V N Q 4-1 O N Design Contact®Skymar,Ve5 ign.com 7495 Saundereville at. Jar,ksonville, Florida 82244 Phone: 904 ' f 6556 Q tu M to v m A m -1 tn 73 u- s s N 4— cA v 40 lSi r t1) cv > m c� tV lsi v n' ` V 4-1 O ac Design Contact®Skymar,Ve5 ign.com 7495 Saundereville at. Jar,ksonville, Florida 82244 Phone: 904 ' f 6556 PROJECT # 520-025 DR,4WN: MAB, KLI3 FRO,t MGR: CHECKED: '. FRONT & RIGHT ELEVATION PLAN5 & ROOF PLAN TUFF -LO SHEET # 2.2 4 a.I V 2lll 11— - 111! nli n / — BOTTOM CHORD TRUSS BRC, (TYP) - - ROOF VENT _ROOF VENT- - _ ROOF VENT _12® LEFT ELEVATION 5CALE:1X'=l'-0I t Y SSSuuu 7 � J --------- - - - - - — 8'-0" T.O.W. LTYP) — 4" FRIEZE BAND (TYP) 2" 0/ 8" TRIM (TYP) 4" TRIM (TYP) m 2" 0/ 4" SILL (TYP) _12 — 4" 0/ 16" TRIM BAND (TYP) - — - s -- 41P_5 7/8" 2ND FIN. FLR. _ _ --- 31/2"�� - 31/2" _ - -_ 11^5 7/8" 2ND FIN, FLR, 10'11/8" TO _ STND 5RG T.O.P. �8 DII T.O.W. _- - --- -- - 8-0 T.D.W. _ 4" TRIM 10" COLUMN (TYP) 411 TRIM (TYP) o HORIZ LAP 51DING (TYP) 4" TRIM FIN. FLR. �--- - - ---------------- ----- -- - - -- --------------- ----- --- - -- T "FIN, FLR. GRADE GRADE REAR EIIIIIIIIIIIIIIIIIIIEVATION SCALE: 91411=q1 0ll PROJECT # 520-025 MMN: MAB, KLB PROJ MGR: CHECKED: i% FEAR & LEFT ELEVATION PLANS TUPELO # X2.5 �- � m cv ci > —� O v� m O N cu m N � N cv •v U. N! ac Design Gontactc SkyMacs7esign.com 7495 Saunderaville Ct. Jacksonville, Florida 32244 Phone: 41041-M 6336 Q l PROJECT # 520-025 MMN: MAB, KLB PROJ MGR: CHECKED: i% FEAR & LEFT ELEVATION PLANS TUPELO # X2.5 �- � m cv ci > —� v� m N cu m cv •v U. N! ac Design Gontactc SkyMacs7esign.com 7495 Saunderaville Ct. Jacksonville, Florida 32244 Phone: 41041-M 6336 PROJECT # 520-025 MMN: MAB, KLB PROJ MGR: CHECKED: i% FEAR & LEFT ELEVATION PLANS TUPELO # X2.5 ANTIC VENT GA LCULATI©N REFER TO FBC 8806.2 MINIMUM VENT AREA FOR ADDITIONAL INFORMATION 1 SQUARE INCH FOR EVERY 300 SQUARE INCHES OF CEILING 144 5Q. IN. =1 5Q. FT. BUILDING CEILING (5Q. FT.) X 144 = 13UILDING (50. IN.) BUILDING (5Q. IN.) / 300 = 5Q. IN, OF VENT REQUIRED AT LEA5T40la PERCENT AND NOT MORE THAN 50/ OF THE REQUIRED VENTILATING AREA 15 PROVIDED IN UPPER PORTION OF THE ATTIC. THE BALANCE OF THE REQUIRED VENTILATION TO BE PROVIDED BY EAVE OR CORNICE VENTS. TOTAL ROOF AREA = 2,395 S.F. 2,395 5.F. x 144 = 344,880 5Q. IN. / 300 =1,150 5Q. IN. OF VENT REQUIRED UPPER ATTIC VENTILATION - MINIMUM & MAXIMUM: 1,150 5Q. IN. x 40! (.4) = 460 5Q. IN, MIN UPPER ATTIC VENTILATION 460 SQ. IN. / 35 5Q. IN. PER FT OF OFF RIDGE VENT= MIN 13'-3" OF VENT 1,150 5Q. IN. x 50% (.5) = 575 5Q. IN. MAX UPPER ATTIC VENTILATION 575 SQ. IN. / 35 5Q. IN, PER FT OF OFF RIDGE VENT = MAX 16-5" OF VENT # OF 5Q. IN. # OF VENTS # OF FEET OF VENTILATION PROVIDED 2 •• 6' VENTS = 12' x 355Q. IN. = 420 5Q. IN. 1I- 4' VENT = 4' x,35 5Q. IN. = 140 5Q. IN. 3 -• VENT5 = 16' OF VENT = 560 5Q. IN. OF UPPER ATTIC VENTILATION PROVIDED SOFFIT VENTILATION: 1,150 TOTAL 5Q. IN. OF VENT REQUIRED - 560 (TOTAL UPPER ATTIC VENTILATION PROVIDED) = 590 5Q. IN. OF SOFFIT VENTILATION REQUIRED* 590 5Q. IN. / 9 5Q. IN. PER LIN. FT. OF SOFFIT VENTILATION = APPROX. 65'45 - LIN. FT. OF VENTILATION TO BE PROVIDED `SUMMARY: TOTAL 5Q. 1N. OF UPPER ATTIC VENTILATION TO BE PROVIDED 560 TOTAL SQ. IN. OF SOFFIT VENTILATION TO BE PROVIDED 590 TOTAL 5Q. IN, OF VENTILATION TO BE PROVIDED 1,150 6OFF RIDGE VENT 4' OFF RIDGE VENT (1) (o-' VENT = 210 +/-5Q. IN. (1) 4' VENT =140 +/- 5Q. IN. OF VENTILATION OF VENTILATION 411-811 EAVES TO AL COMMUNITY DEVELOPMENT APPROVED 11-4" (TYP) 9'-11/8" + HEEL 9 5CALE: W=1'-0" Lo `T - m I � PROJWT # 520-025 PR.AYVN: MAB, KLB PRODyM�cvpt: GHEGKEP: ROOF PLAN 4 SHEET # 2 004 1 m A m A lit 0 � AIL N > U N3�lvv� W W O Q 4- (10v .. Im v- • - 40 O m N to ai u- tsi � v � cu tU �uj - s_ - 0 � 4A U. In Mac 7m Design Gontaotc SkyMae.VeSign.com '7495 Saundereville Gt. Jaakaonville, Florida 52244 Phone: 904 'TT7 6336 a w PROJWT # 520-025 PR.AYVN: MAB, KLB PRODyM�cvpt: GHEGKEP: ROOF PLAN 4 SHEET # 2 004 1 m A m A lit � AIL N > N3�lvv� W W O 4- (10v .. Im v- • - 40 m L ai u- tsi � v � cu tU �uj - s_ - v � 4A U. Mac 7m Design Gontaotc SkyMae.VeSign.com '7495 Saundereville Gt. Jaakaonville, Florida 52244 Phone: 904 'TT7 6336 PROJWT # 520-025 PR.AYVN: MAB, KLB PRODyM�cvpt: GHEGKEP: ROOF PLAN 4 SHEET # 2 004 1 CUT HOLE 45 DEG A MODIFIED HOU5EWF LINE OF W OPENING APPROVE[ 5HEATHII� INSTALL 6' SELF-ADHI MEMBRANI OVER NAIL] AT JAM55 EXTEND ME FLASHING FLEXIBLE F _. • 'EMP( iECUf 'UCK I LEAD FOLC JAM. 5LOF INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE AT HEAD EXTEND SELF -ADHERING MEMBRANE FLASHING V MIN BEYOND JAMB FLA5HING STEP R MIN ALIGN FLASHING W/ INT, EDGE OF SILL R.O. MECHANICALLY FA5TENFANNED EDGE (CAP NAILS, 5TAPLE'.5) IF REQUIRED BY FLASHING MANUFACTURER 6" TYP IN5TALI. 9" WIDE SELF -ADHERING FLEXIBLE MEMBRANE FLASHING AT SILL EXTEND FLASHING UP JAMBS 6" MIN 5TCr 3 FOLD HOUSE TAPE D]AGO ACROSS HE WINDOW FLASHING INSTALLATION DETAILS 5CALE: NT5 :WRAP DOWN & NAL CUT & \D OF WINDOW STEP 8 APPLY 3/8 CONTINUOI 5EALANT� AND HEAD BACK OF w NAILING Fl. W/ PRE-PUI HOLES OR NAIL5 NO MORE THAN 3" FROM ENDS OF FOAM AND EVERY 12" o.c. >3" FROM NOTE: NAILS TO BE 3" END OF GALVANIZED ROOFING FOAM NAILS WITH FOAM BUTTON CAP ATTACHED FOAM PIECE TO WALL (PRIOR TO NAILING) WITH EVERFOAM QB 300 ADHE5IVE INSTALL WIND( PLUMB, LEVEL SQUARE PER MANUFACTURE WRITTEN IN5TRUCTION5 NOTE: 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CON515TENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLA5HING5 ARE USED. 2. IT 15 THE INSTALLATION CONTACTOR5 RE5PONSI13ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWKAP, 5EALANT5 & SELF -ADHERING FLASHING MATERIALS U5ED DURING CONSTRUCTION, 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: 5EALANT5/FLA5HING5 MAY REACT ADVERSELY IF NOT COMPATIBLE STEP q • SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMB5 TO FORM A BACK DAM. 5EAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) SELF -ADHERING FLEXIBLE FLA5HING at SILL, FLU5H TO INTERIOR FRAMING, INTERIOR VIE^ STEL' 10 � m 0 m cv U �pvv W W C) r 0 WOL N to ..WAA VI A` W s— N Q -4-1 J U. f� 43 ; y!ac Design Contact @SkWmao17e5 i gn.com '1495 Saundersville Gt. Jacksonville, Florida 52244 Phone: 904 T" 6556 Q W N � m m cv �pvv W W W r WOL N ..WAA VI A` W s— • N v -4-1 J U. 43 ; y!ac Design Contact @SkWmao17e5 i gn.com '1495 Saundersville Gt. Jacksonville, Florida 52244 Phone: 904 T" 6556 PROJECT # 520.025 VRAM: MAB, KL5 PROJ MGR: cHEGKE7: TUIVEX 5 � 1 APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 FOLD HOU5EWRAP IN AND AROUND JAMB5 STEP 2 1700R PLASHING INSTALLATION PETALS SCALE: NT5 FIN 1 SHED 5URFAGE 3/4" PLYWOOD TREADS STAIRS STRING ��•1 INSTALL DOOR PLUMB, LEVEL AND 5QUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT MATCH HEIGHT OF BASEBOARD 2x12 NOTCHED E INSTALL 2X FIRf MID SPAN OF 51 (3) 2X12 STRIN6L1 STEP 3 G/' A I )= I It - II /111 STAIRS STRINGER @ LANDING (TOP) SGALE: 1 1/211=1'-011 INSTALL 6" WIDE 5ELF-ADHERIN EO. TREADS LESS THAN 42 IN HEIGHT. DIREGTION SEE PLAN ANY LOGATION N �l- r_ �z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR . AN ORNAMENTAL PATTERN 5UGH THAT A C!, Q 3/4" THE GUARDRAIL GON5TRUGTION SHALL _C) 4" SPHERE MAY NOT PASS ... Lu TYP HORIZONTALLY ALONG THE TOP RAIL OR 6" q Lu L PAS THROUGH 2x12 NOTCHED 5TRIN6ER — — — TH15 DIA6RAM (3 5TRI N6ER5 MIN. AT 7 BOTTOM SHALL BE 5UGH REGiUIREMENT5 OF THE EACH STAIR RUN) BUILDING CODE AND 15 SPHERE CANNOT PASS THROUGH. XPAN51ON MIN.... BEYOND JAMB FLASHING G AP 5/8" PLYWOOD RISERS r _ r (TA CODE DATA 4 SEE DOOR DETAILS FOR 5GALE:1 I/2"=I'-O" 40 5EGURE NOTGHED 5TRIN6ER TO SILL PLATE WITH FRAMING ANCHORS. 5EGURE FIN15H/TKIM DETAILS PLATE TO SLAB WITH SLOT PINS. m`,;r• ALL WOOD IN DIREGT GONTAGT WITH 0 GONGRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. lsi (3) 2X12 5TRIN6ER5 TYP. STAIRS STRING ��•1 INSTALL DOOR PLUMB, LEVEL AND 5QUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT MATCH HEIGHT OF BASEBOARD 2x12 NOTCHED E INSTALL 2X FIRf MID SPAN OF 51 (3) 2X12 STRIN6L1 STEP 3 G/' A I )= I It - II /111 STAIRS STRINGER @ LANDING (TOP) SGALE: 1 1/211=1'-011 INSTALL 6" WIDE 5ELF-ADHERIN LESS THAN 42 IN HEIGHT. DIREGTION MEMBRANE FLASHING ANY LOGATION N �l- r OVERLAPPING DOOR FRAME I" OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR . AN ORNAMENTAL PATTERN 5UGH THAT A C!, 4" DIAMETER SPHERE GANNOT PASS THROUGH. o THE GUARDRAIL GON5TRUGTION SHALL _C) 4" SPHERE MAY NOT PASS ... - PER LINEAL FOOT APPLIED SPHERE HORIZONTALLY ALONG THE TOP RAIL OR 6" I a,,. .. EXTEND SELF -ADHERING PAS THROUGH THE TRIANGULAR OPENIN65 TH15 DIA6RAM AT STAIR TREAD, RISER, $ MEMBRANE FLASHING 1" MIN BOTTOM SHALL BE 5UGH REGiUIREMENT5 OF THE THAT A 611 DIAMETER BUILDING CODE AND 15 SPHERE CANNOT PASS THROUGH. ONLY AN AID FOR MIN.... BEYOND JAMB FLASHING CONSTRUCTION. STAIRS r GUARDRAIL / HANDRAIL CODE DATA 4 SEE DOOR DETAILS FOR 5GALE:1 I/2"=I'-O" 40 FIN15H/TKIM DETAILS ..... . . STEP 5 HANDRAIL5 SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HE 16HT ABOVE THE STAIR NOSING. HANDRAIL5 SHALL BE GONTINUOU5 PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2" GLEAR OF ALL ADJAGENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL P05T5 OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/411-2" IN GROSS SECTIONAL DIMENSION, OR APPROVED EG2UIVALENT, AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODTS THEY PROVIDE OR INSTALL. THE HANDRAIL GON5TRUGTION SHALL BE ABLE TO R.E51 ST A LOAD OF 200 LB5 APPLIED IN ANY DIREGTION AT ANY POINT ALONG THE TOP RAIL. GUARDRAILS SHALL NOT BE 11 200 I b5 ,��0ANY LESS THAN 42 IN HEIGHT. DIREGTION ANY LOGATION N �l- OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN 5UGH THAT A C!, 4" DIAMETER SPHERE GANNOT PASS THROUGH. o THE GUARDRAIL GON5TRUGTION SHALL _C) 4" SPHERE MAY NOT PASS BE ABLE TO RESIST A LOAD OF 200 LB5 T HROUGH PER LINEAL FOOT APPLIED SPHERE HORIZONTALLY ALONG THE TOP RAIL OR 6" AS REQUIRED BY GORE. MAY NOT PAS THROUGH THE TRIANGULAR OPENIN65 TH15 DIA6RAM AT STAIR TREAD, RISER, $ ILLUSTRATES THE 5PEGIFIG BOTTOM SHALL BE 5UGH REGiUIREMENT5 OF THE THAT A 611 DIAMETER BUILDING CODE AND 15 SPHERE CANNOT PASS THROUGH. ONLY AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRS r GUARDRAIL / HANDRAIL CODE DATA 4 5GALE:1 I/2"=I'-O" 40 _p C!, N �}moo �pvvvo 4) W� � SA A o 0 r .r 40 Q) m`,;r• 0 m lsi N N � S Z � v N Q 4 o 4-1 U. N ac Design Contact@ SkyMar,Pesign.aom '1445 Saundersville Ct. Jacksonville, Florida 52244 Phone: 4104T11 6386 IU .N PROJECT # 520.025 DRAAN: MAB, KLB PROJ MGR: CHECKED: r.� TUPELO AP,2. N �}moo �pvvvo 4) W� � SA A o Q) r .r 40 Q) m`,;r• s_ m lsi N S � v 4 o 4-1 U. ac Design Contact@ SkyMar,Pesign.aom '1445 Saundersville Ct. Jacksonville, Florida 52244 Phone: 4104T11 6386 PROJECT # 520.025 DRAAN: MAB, KLB PROJ MGR: CHECKED: r.� TUPELO AP,2. EXTERIOR FIN15H A55EM13LY LAP BARRIERS OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING 1 KICK -OUT FLASHING (SEE DETAIL) EXTEND KICK -OUT 2" BEYOND FASCIA 8" MIN I 511 , I MIN I I FELT UNDERLAYMENT 5" SHINGLE ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS (71�PFWTAIL-YSALLI WATER TIGHT SEAL KICKOUT FLASHING SCALA: NT5 FIBERGLA55 SHINGLE ROOFING OVER 30# FELT OVER 7/16" 0513 OVER PRE -ENG WD TRUSSES INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD R( ALL SHEATHING (TERIOR FIN15H ASSEMBLY W1 I# FELT OVER APPROVED )U5EWRAP \P FELT AND HOU5EWRAP OVER NYL 5TUCCO STOP/ WEEP TEND 30# ROOFING FELT UP WALL 7" IN X 5 METAL FLASHING OVER ROOFING .LT (NAIL TO ROOF DECK NOT WALL -IEATHING) NP SHINGLE - DO NOT NAIL STALL WITH ROOF CEMENT -TINGLE ROOFING 2�5CALE: DETAIL - AALL FLASHING OPTIONAL: LEAD BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF GALVANIZED METAL OFF -RIDGE VENT WITH CEMENT 6AFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT ��� VENT 5TACK. SEE PLUMBING FOR SIZE & LOCATIONS ' PREFORMED FLEXIBLE 1300T SCREEN FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT— INSTALL FLANGE OVER SHINGLE AT BASE INSTALL OFF -RIDGE VENT ---- FLANGE OVER SHINGLE AT BA5E NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR 5ELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY TAIL -OFF-RIDGE VENT. 5CALE: NT5 VALLEY SHINGLE INSTALLATION: INS ALL SHINGLES U51NG WEAVEMETHOD. 1. EXTEND (1) FULL END SHINGLE MIN 12" PA5TCENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION IN FROM VALLEY CENTER LINE 24" WIDE METAL VALLEY FLASHING OVER 30# FELT DETAIL 5r - FI13ERGLA55 SHINGLE ROOFING OVER 30# FELT OVER 7/16" 0513 OVER PRE -ENG WD TRU55E5 OPTIONAL: 36" WIDE SELF -ADHERING ROOFING UNDERLAYMENT CENTERED ON VALLEY (GRACE ICE AND WATER SHIELD OR EQUAL) DIRECTLY OVER 7/e' 0513 OVER PRE -ENG WD TRUSSES 0 24" O.C. PRIME SHEATHING PER MANUF. INSTRUCTIONS - VALLEY FLASHINS �DETfrIL - 'r J 5CALE: NT5 INSTALL SHINGLES OVER FLANGE AT HEAD FIBERGLASS SHINGLE ROOFING OVER 30# FELT OVER 7/16" 0513 OVER ------------ PRE -ENG WD TRU55E5 ,o e e e a ® a « e v e s NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR 5ELF-ADHERING FLA51HING OVER FLANGE AT HEAD ONLY VENT STACK FLASHINSv_ FIBER6LA55 5HIN6LE5 OVER 30# FELT i I li 112" 6YP5UM II WALLBOARD OVER 2x WOOD i FRAMING -TYPICAL u BA5E TRIM 5ELEGTED i 13Y OTHERS FLOOR FIN15H SELECTED BY OTHER5 II , II II I I I II I UNDERLAYMENT OVER APA RATED Ii I I u 515" 6YP5UM 5TRUGTURAL 5HEATHIN6 m PRE-EN61NEERED WOOD TRU55E5- 5EE 5TRUGTURAL AND TRU55 PRANIN65 FOR GEILIN6 BOARD II II 5PAGIN6 AND GONNEGTION DETAILS R-38 BATT INSULATION - OPTIONAL "BLOWN -IN" INSULATION PLATE -BEARING PREMANUFAGTURED INSULATION BAFFLE O BETWEEN EACH TRU55 TRU55 HOLD -DOWN -SEE 5TRUGTURAL 12 DRAWINGS BY OTHERS b PREFIN15HED METAL DRIP E06E = OVER VINYL FA5GIA OVER 2x TYPICAL 2x6 EXTERIOR 5U6-FA5GIA-TYPIGAL STRUCTURAL 5HEATHIN6, 6LUED 8 q' -f 15" uj BOTTOM GHORD BEARING I R-Iq INSULATION AT L5/5" 6YP5UM 10-1 1/5„ PLT H6T - SEE WALLBOARD OR 1/2" II II I GEILIN6 BOARD I DOUBLE 2x TOP VENTED VINYL 5OFFIT-IN5TALL PER II PLATE -BEARING MANUFACTURERS I145TALLATION ° WALL IN5TRUGTION5 I MIDWALL BLOGKIN6-TYPIGAL I WALLBOARD OVER 2x TYPIGAL 2x4 EXTERIOR FRIEZE BD (517E MAY VARY PER ELEVATION I WALL A55EMBLY W/ 5TYLE) ii R-13 INSULATION AT 5TRUCTURAL DRAWIN65 q'-1 115" PLT H6T - SEE I I I 5TRUGTURAL DRAWINGS II II N I DRAWINGS BY OTHERS i nnV``• W I � LAP SfDING OVER 2 LAYERS GRADE "D" BUILDING PAPER OR VAPOR BARRIER OVER APA RATED 5TRUGTURAL 5HEATHIN6 MIDWALL BLOGKIN6-TYPICAL TYPIGAL EXTERIOR WALL A55EMBLY -5EE 5TRUGTURAL DRAWIN65 3/4" TONGUE AND GROOVE, APA RATED 5TRUGTURAL 5HEATHIN6, GLUED $ NAILED TO PRE-ENGINEERED OPEN WEB FLOOR TRU55E5-5EE 5TRUGTURAL AND TRU55 DRAWIN65 FOR 5PAGIN6 AND GONNEGTION5 11'-5 Ut _ - - _ 5EGOND FIN15H FLOOR 15T FLOOR BEARING i I li 112" 6YP5UM II WALLBOARD OVER 2x WOOD i FRAMING -TYPICAL u BA5E TRIM 5ELEGTED i 13Y OTHERS FLOOR FIN15H SELECTED BY OTHER5 II , II II I I I II I m Ii I I u 515" 6YP5UM TUPELO m WALLBOARD OR 1/2" GEILIN6 BOARD II II DOUBLE 2x TOP '• + cl PLATE -BEARING > O WALL vo II I II „ I II I II II I II I II I I u u = 3/4" TONGUE AND GROOVE, APA RATED TYPICAL 2x6 EXTERIOR STRUCTURAL 5HEATHIN6, 6LUED 8 WALL A55EMBLY W/ uj NAILED TO PRE-ENGINEERED OPEN WEB I R-Iq INSULATION AT FLOOR TRUSSES -SEE STRUCTURAL AND 10-1 1/5„ PLT H6T - SEE TRU55 DRAWINGS FOR SPACING AND I 5TRUGTIIRAL DRAWING -5 W CONNECTIONS I II 1/2” 6YPSUM MIDWALL BLOGKIN6-TYPIGAL I WALLBOARD OVER 2x >m WOOD FRAMING - 5EE I 5TRUCTURAL DRAWIN65 0 BOTTOM PLATE -SEE STRUCTURAL BY OTHERS DRAWINGS BY OTHERS i nnV``• W BA5E TRIM 5ELEGTED, 4" WIDE, 5ELF-ADHERING5ELF � BY OTHERS HEALING, WATER -PROOF MEMBRANE , OVER FLOOR LINE JOINT i V/ • I FLOOR FIN15H IN5TALL 5TARTER 5TRIP PER SELECTED BY OTHERS MANUFAGTURER5 1145TALLATION I IN5TRUGTION5 II T - - N 11 a 40 F R5T FTNE5 FLOOR Q. II a 4A ASSUMED FINISHED GRADE U. o4 N Design GONGRETE FOUNDATION-5EE 5TRUGTURAL DRAWIN65 BY 1495 5aundereville Gt. Jacksonville, Florida 82244 Phone: 904 TM 6356 \ OTHERS\\ TYP. 2 STORY W LL SECTION 6 5GALE: 3/4"=1'-O" v PROJECT # 520-025 17R AN: MAB, KLB PROJ MGR: m TUPELO m SHEET 0S V ! '• + cl W > O vo uj o 0 •� W � (L _4A >m 0 nnV``• W N V/ • • 5p 0 N 40 4A U. o4 N Design Gontact@5kymw1Pe9 ign.eom 1495 5aundereville Gt. Jacksonville, Florida 82244 Phone: 904 TM 6356 UI N N v PROJECT # 520-025 17R AN: MAB, KLB PROJ MGR: m TUPELO m SHEET 0S V ! '• + cl W > O vo uj o •� W � (L _4A >m nnV``• W V/ • • 40 4A U. o4 ac Design Gontact@5kymw1Pe9 ign.eom 1495 5aundereville Gt. Jacksonville, Florida 82244 Phone: 904 TM 6356 O�CHECKED: �iTYPICAL /1 PROJECT # 520-025 17R AN: MAB, KLB PROJ MGR: WALL SECTIONS I M15G. DETAILS TUPELO SHEET 0S — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I 1 I I I I I I I I I I I I I I f I I I ---------i VP VF. I I I i VENT TO EXT I I PRE -WIRE FOR I / / • �.c : \ j CLNG FAN W/ LIGHT I _ TV: IGFI I GFI-----------� I f � •� • \ i oPT _ I VENT TO EXT SD CO I L----------------- — PRE -WIRE FOR PC To 5WITCH \ CLNG FAN W/ LIGHT . � 1 1 1 1 1 1;; i��� - 5EI_ow 1 1 1 1 1 1 _ �� �• 1 1 1 1 1 E �� I �� — — — C - ------ �- - TV O (PE D. I IT f I I I - - - -- -- -- - -220V --------------------------� I I I I I ( I I I ;' -' GFI ------------------- 3 SD CO ------------ / / VP GFI •� PRE -WIRE FOR Tv \ CLNG FAN W/ LIGHT ' \) / N t Il OPT f VP PRE -WIRE FOR CLNGFAN W! LIGHT _ _ _ _ vENT To EXT [JV:E�NT To EXT O I I I I I I I i { I I I I L---- --- T I I I f ALL ELECTRICAL WIRING TO BE IN I — — ACCORDANCE WITH 2010 NEC. PROVIDE I f ARC -FAULT CIRCUIT INTERRUPTER5 IN ALL I I BEDROOMS PER ARTICLE 210-12, UPPER FLOOR ELECTRICAL FLAN. I L— — — — — — — LINE OF ROOF OVERHANG ABV — FLFGTRIGAL KFY F& 51NGLE POLE OUTLET A DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULTCIRCUIT-INTERRUPTER 0 DUPLEX OUTLET I r AFCI ARC -FAULT CIRCUIT -INTERRUPTER. W HALF -SWITCHED DUPLEX OUTLET 5PECIAL PURP05E OUTLET/JUNCTION BOX Z: DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL 5WITCH THREE-WAY SWITCH �-4 FOUR-WAY 5WITCH R RHE05TAT 5WITCH DM DIMMER 5WITCH JQ REINFORCED JUNCTION BOX ( CEILING MOUNTED INCANDE5CENT LIGHT FIXTURE ICU WALL MOUNTED INCANDE5CENT ���" LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECE55ED ADJU5TABLE EYEBALL >m INCANDESCENT LIGHT FIXTURE -(�- INCANDE5CENT LIGHT FIXTURE Y PC WITH PULL CHAIN O EMERGENCY LIGHT FLUORE5CENT LIGHT FIXTURE C FLUORE5CENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT MA5TER TECH 5Y5TEM HUB Q EXHAUST FAN (VENT TO EXTERIOR) e� EXHAU5T FAN/LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) ® CHIME5 I]Pg PU5HBUTTON 5WITCH ® 110V 5MOKE DETECTOR � W/ BATTERY BACKUP Ho HEAT DETECTOR CO CARBON MONOXIDE (CO2) DETECTOR �T THEFM05TAT QS 5PEAKER PH TELEPHONE N COMPUTER Q TELEV15ION ELECTRIC METER ® ELECTRIC PANEL Contact®9kyMaape5 ign.com CEILING FAN Phone: g04 -11.1 6556 (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE 5UPPORT) t--� GA5 5UPPLY WITH VALVE -- L005E KEY GA5 VALVE --� H05E BIBS WTH 5HUTOFF HB W/ 5HUTTOFF __+HB H05E BIBB —__+_CW 1/4" WATER STUB OUT ;�GDO OUTLET FOR GARAGE DOOR OPENER P15CONNECT 5WITCH ELECTRICAL. NOTES: 1, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS & CARBON MONOXIDE DETECTORS A5 REQUIRED BY NATIONAL FIRE PROTECTION A550CIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/CUTOFF5 4, HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS, 5, ALL ELECTRICAL AND MECHANICAL EQUIPMENT ILE, FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 6. ALL PERMANENTLY INSTALLED INTERIOR & EXTERIOR FIXTURES ARE 100% CFL OR BETTER. INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMP5 PER ENERGY CONSERVATION CODE, 9404.1 ELECTRICAL OBIICE5: ABOVE FINISHED FLOOR: WFIGFI SWITCHES OVER COUNTER • 46" TO CL I I I WALL OUTLETS OVER COUNTER 48" TO CL I I — s • REMAINING SWITCHES "" ' ' 48'TOCL ' I I WALL OUTLETS • 12' TO CL I I I I BATH VANITY BRACKET OUTLET 1,2 (P' ABOVE TOP OF MIRROR) • • . • • • • • • • 80" TO CL I I I I I WATER SOFTENER AND SUMP OUTLETS ,.,..'•.•• 46'TOCL TELEPHONE OUTLETS • . • 12" TO CL TELEV15ION OUTLETS 12" TO CL EXEKIOR GFI OUTLETS 12' TO CL — — — — — — — — — — — GARAGE GFI (ABOVE GARAGE FLOOR) • • • • • • • • . 48" TO CL 6A5EMENT WALL OUTLETS • . • • • • � • • • 48" TO CL I I I FRONT DOOR COACH LIGHT • . • • • • 72" TO CL GARAGE DOOR COACH LIGHT, — — — — — — (ABOVE GARAGE FLOOR) • • • • • • • 84 TO CL 64' TO BTM — — — — — — — DINING AND BREAKFAST FIXTURE OF FIXTURE 96" TO BTM FOYER AND STAIRWAY FIXTURE OF FIXTURE THERM05TAT • • • 54" TO CL DOORBELL CHIMES 84" TO CL LEVEL W/ DOORBELL BUTTON DR HANDL: KITCHEN HOOD FAN "WHIP" 66" TO CL KITCHEN WALL HUNG MICROWAVE OUTLET 76" TO CL KITCHEN DISHWASHER RECEPTACLE • • • • • • • • • • UNDER SINK KITCHEN RANGE • • • • • • 24" TO CL KITCHEN REFRIGERATOR • • . 4b" TO CL WA5HER/DRYER OUTLET 48" TO CL CL = CENTER LINE MAIN F EL C2=MASTER BATH STANDARD 30"HIGH PLAN VANITf TO BE RAISED 4" 5CALE;II4"=1' O" k) see m A A �, 0 > O W UJ v uj O 100 W v • • -43 T— ICU N >m U m O ,,Wnn V. N � e� t6 Q- � N Q 40 4 U. --� N Design Contact®9kyMaape5 ign.com 9485 5aunder5ville Ct. Jacksonville, Florida 52244 Phone: g04 -11.1 6556 Q to l� k) see m A A �, �{- > O W UJ uj 4•— - 100 W v • • -43 T— ICU >m U m nom,- ,,Wnn V. e� t6 Q- � 41 40 4 U. --� Mac ; N Design Contact®9kyMaape5 ign.com 9485 5aunder5ville Ct. Jacksonville, Florida 52244 Phone: g04 -11.1 6556 PROJECT # 520-025 PIRAM: MAB, KL5 PROJ MGR: CHECKED: `MAIN & UPPER FLOOR ELECTRICAL PLAN5 tupex SHEET # '1.1 DESIGN CRITERIA GENERAL NOTES !i THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: CONCRETE WATERPROOFING FLORIDA BUILDING CODE -RESIDENTIAL, 6TH EDITION (2017) 1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 'BUILDING CODE 1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOFM/ALL - ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS &OTHER STRUCTURES"REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (2014) COVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR 2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318, ACI 301, AND ASTM ARCHITECT OF RECORD. WIND (Cd = 1.60) C94. CONCRETE SLUMP NOT TO EXCEED 6 IN ACCORDANCE WITH ASTM C143 WIND SPEED (MPH} 130 DIAMETER (0) LENGTH 3. CONCRETE SHALL MEET THE MIN COMPRESSIVE STRENGTH (fc) AT 28 DAYS AS EXPOSURE CATEGORY C 8d RINGSHANK 0.113" FOLLOWS: ENCLOSURE CLASSIFICATION ENCLOSED 1/2" 10d a. SLABS ON GROUND AND FOOTINGS fc = 2,500 psi OCCUPANCY RESIDENTIAL 0.148" 3" b. STRUCTURAL WALLS, BEAMS, AND COLUMNS fc = 3,000 psi RISK CATEGORY 11 16d COMMON 0.162" 4. STEEL REINFORCING FOR FOOTINGS SHALL COMPLY WITH ASTM A615 DEFORMED WIND BOURNE DEBRIS NO L0 -37.11 BARS AND HAVE A MIN YIELD STRENGTH OF 40,000 psi (GRADE 40) -39.59 SOIL CONDITIONS DIFFER FROM THE ASSUMPTIONS STATED ON THIS PLAN SET N 4 04 CN 5. SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINF FLOOR LOADING (Cd = 1.00) FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS OR W 0 REQUIREMENTS AND SPECIFICATIONS TC LL TC DL BC LL BC DL 6. SLABS ON GROUND SHALL BE REINFORCED PER ONE OF THE FOLLOWING METHODS: BALCONIES/DECKS 60 psf 10 psf 0 psf 5 psf a. 6x6 W1.4xW1.4 WWF SHALL PLACED IN THE MIDDLE: TO UPPER THIRD OF THE SLAB, GAME ROOMS 60 psf 10 psf 0 psf 5 psf SUPPORTED AT AMAX 3FT SPACING, AND SHALL CONFORM TO ASTM A1064/A1064M. ALL OTHER AREAS 40 psf 10 psf 0 psf 5 psf EDGES SHALL BE LAPPED A MINIMUM OF 8" EWP ENGINEERED WOOD PRODUCT IN DEPTH SHALL BE INSPECTED FOR PROPER COMPACTION PRIOR TO CONCRETE CS20 WALLS: WIND b. SYNTHETIC FIBER REINFORCEMENT - FIBER LENGTH BETWEEN Y2'-2%'. DOSAGE NAIL SIZES SPECIFICATION DIAMETER (0) LENGTH 8d COMMON 0.131" 2 Y2' 8d RINGSHANK 0.113" 2 Y" 10dx1%2' 0.148" 1/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 16d SINKER 0.148" 3Y4'1 16d COMMON 0.162" 3 Y" SHEET INDEX S0.0 GENERAL NOTES S0.1 FOUNDATION PLAN SD.0 FOUNDATION DETAILS S1.0 1 ST LEVEL FRAMING S1.1 1 ST LEVEL ROOF/FLOOR S2.0 2ND LEVEL FRAMING S2.1 2ND LEVEL ROOF SD.1 DETAILS SD.2 !DETAILS U ROOF LOADING (Cd = 1.25) AMOUNTS SHALL BE 0.75-3.0 POUNDS PER CUBIC YARD IN ACCORDANCE WITH NOTE: ALL CONNECTIONS ON PLAN SHALL BE W/ ADDT ADDITIONAL "-' Vol TC LL TC DL BC LL BC DL MANUFACTURER'S RECOMMENDATIONS AND SHALL COMPLY Wt ASTM C116 10d, UNO ANSI AMERICAN NATIONAL STANDARDS INSTITUTE R U 20 psf 7 psf 10 psf 5 psf INTERIOR ZONE 4 (Psf) END ZONE 5 (Psi WALLS, WINDOWS, & DOORS TILE J SOILS +41.69 * BC LL NON -CONCURRENT LL (0 J +39.81 ABBREVIATIONS (D - U .. ACI AMERICAN CONCRETE INSTITUTE G 00 < DEFLECTION CRITERIA -43.34 O L0 -37.11 +33.57 -39.59 SOIL CONDITIONS DIFFER FROM THE ASSUMPTIONS STATED ON THIS PLAN SET N 4 04 CN L/360 3. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS OR W 0 � SOFFITS STRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHER +41.69 L�? I V J J � N N � N W > (y)LO TYPICAL WALL FTG REINF J LL CD U W tV 1--- _j (0 C) Z 24" LONG No.4 OR No.5 BAR AT >, o MID -HEIGHT OF SLAB k �Jz� W F- 0.- U) _ LL��� s ------a--- <C c� - 5 N d' cy) �- M O N J WM W ZZ _j > J ILL FZ 9 RE-ENTRANT CORNER REINFORCEMENT W = W UUO U)t3 Q U W QW W WmQ w CL Cn � IF STEP >12", PROVIDE Z CONT No. 4 OR No. 5 IF STEP >12", PROVIDE � J BAR IN TOP OF FTG CONT No. 4 OR No. 5 BAR IN TOP OF FTG CONC SLAB W/ REINF CONC SLAB W/ REINF w ��( PER PLAN PER PLAN < ` 1x2 KEYWAY JOINT FIFE FIFE PROJECT NUMBER w a.fi - w _ . a 4 /- a' _ .. W/ R PER PLA W/ REINF20-0131 t iia + n� � CONC SLAB REINF POMC S N B Y"x1" SAW CUT CONTROL JOINT, E ¢ PER PLAN PLACE WITH 8 HOURS OF POUR ET NUMBER cq A . 5 d.''.- 0 (V * - ,..d D . O REINF pp _ g qq • . .. __ ._._I I � i`_; -- a ,� �. . „.-.? �; ��_ 17 CONC SLAB W/ W. 1 - GRADE - - ' . PER PLAN SHEET NAME _ 1 , 1 3 �- �w a • � rr_ -19'' � rte" - r... I1_ 9® I _ 1 - ®III Ii! - w 1 - - ED FOUNDATION !_Z _=1 I- = _ - _I I __+ I i_3 I DETAILS . sa _ - t ,L 8„ 1'-0" 1 -STORY W/ (2) No.4 OR {2} No.5 8" (1) No. 4 OR (1) No. 5 CONT- _� ,. ' ; I �� d ISI I - i I r4. p 1'-4" 2 -STORY W/ (3) No.4 OR (2) No.5 REVISIONS DATE DESCRIPTION DESIGNED 4 NON-BEARING CURB STEP Jr BEARING CURB STEP 7 CONSTRUCTION JOINT $ CONTROL JOINT JER THICKENED EDGE FOOTING REVIEWED BDP WHERE HEIGHT EXCEEDS 48" ADD No.5 BENT BAR INTO SLAB TO MATCH VERT. SPACING CONC SLAB W/ REINF � � PER PLAN (1) No.5 CONT 0 � U cd 0 to " CONC SLAB W/ REINF > CV f ( (j ji -)�'I f 1- 6" MIN PER PLAN m M 0 3: CWI7z No.4 OR No.5 @ 24" OC W/ Y -1 fY CONC SLAB W/ REINF OJ a I STANDARD HOOK LL � LOti PER PLAN co w Fl- u) - ®(1) No.5 CONT (!) N -r m F- 1-I _ Q Ll! � M >�_j_-w z- . _ . _ J m 11-1 I- CONC SLAB W/REINF X w jj }e ( Q Z::3 0 GRADE -I- PER PLAN m w 1 ��I II �(� ap Z ..=._ ._ w¢ - x�� N Q tO I- No.4 VERTICAL &FILLED xd Q ¢ z I - z - - " ! #- - CELL MAX 48" O.C. W/ co N Z j �� I i- ry d c7 U GRADE r { 1 1 1---� (� �-� � - @ � o _� i � CONC SLAB Wl REINF Y o S I Z >C i GRADE = I STANDARD HOOK O 0 m _. ! r . Ir� ¢ - - _ V ¢ s PER PLAN < tf� No.4 VERTICAL & FILLED p CELL MAX 48" O.C. W/ N ¢� Ng ai� Mi GRADE M rn i I b - STANDARD K HOO 0- Z Iy _ _�) d =1 --III- - - --.. t , 1'-cr 1 -STORY W/ 2 No.4 OR 2 No.5 1' 4" 1 -STORY W/ (2) No.4 OR (2) No.5 V-4" 2 -STORY W/ (3) No.4 OR {2) No.5 fl e -r°`- -" 1' 8" 2 -STORY Wl (3) No.4 OR (2) No.5 o- It + lit �a d 1'-4 1 -STORY W/ (2) No.4 OR (2) No.5 `������,, ••�•� �i,�� 1 0 1 -STORY W/ (2) No 4 OR (2) No 5 1'-8 2 -STORY W/ (3) No 4 OR 2 N �!• ••�l STEMWALL HGT VERTICAL REINFORCEMENT FOOTING DIMS (Wx D) CONT. REINFORCEMENT 4'-0" (6) COURSES No.4 @ 48" OC 1 -STORY 1'-4" x V-0" (2) No.4 OR (2) No.5 2 -STORY 1'-8" x 1'-0" (3) No.4 OR (2) No.5 6-0" (9) COURSES No.5 @ 32" OC 1 -STORY 2'-0" x V-0" (3) No.4 OR (2) No.5 2 -STORY 2'-6" x 1'-0" {3) No.4 OR (3) No.5 8- (12) COURSES No.5 @ 24" OC 1 -STORY 3'-0" x 1'-4" (5) No.4 OR (4) No.5 2 -STORY 3'-6'x 1'4" (5) No.4 OR (4) No.5 1 4 1 -STORY WI (2) 1,1o.4 OR {2) No.S _ {) �. • ! �. 1' 4" 2 -STORY WJ (3) No.4 OR (2) No.5 2 -STORY W/ (3) No.4 OR (2) No.5� 80499 • fl` • • ATE OF O i !01 XN ? JACQUELINE E. ROWLAND, PE C2)WALL FOOTING W/ CURB -MONOLITHIC WALL FOOTING W/ CURB-STEMWALL FL LICENSE NO. 80499 1 TYPICAL WALL FOOTING -MONOLITHIC TYPICAL WALL FOOTING-STEMWALL INTERIOR BEARING FOOTING 03-18-2020 i AS PORTAL FRAME @ TYP @rB 7 SD.2 EACH SEGMENT PO CHESD.2 rB5 4x4 POST SD.2 (2) TOTAL _. - _.._ _-. (2) 2x10(2) 2x10 1 CONT (2) 2x1:2 HDR (LENGTH=14'-92") HUC210 2 � 1 III ' i GIRDER D03 I CS18 !I (2)9X" LVL 2 2x6 1 2 3 2x12 2 2 1 DTT2Z III NOTE 14 E E NAIL SHEATHING @ 3" OG NOTE 18b SEE "HIGH UPLIFT Y CRY K NOTE 18b I NOTE 18b NOTE"SHEEDSD.1L Al, ®- -BEAM BM2 ' - -- - -- - SEE DETAIL 3S 4S I i 2 2x8 1 2 B6/SD.2 NOTE 14 DTT2 HTT4 2 2x6 1 1 t i DIM 11I. _ 2S i DTT2 II E TYP Al SD.1 l f I TYP A2 I i 22x611 ` SD.1 2 2x8.2 1 I � I j 2 2x6 1 2 _ 2 2x6 1 2 2 2x6 1 1 13 �, 4-_ w w NOTE 18c M EDGE NAIL SHEATHING @ 3" OC I N rA 1 TYP SDA TYPA2 SD.1 II 1M Ni kk Ny , 4S 4S N 2S 2S HTT4 HTT4 I, BEAM BM1 { - - - - - - - 2 2x10 2 1 DTT2 DTT2 1 CS18 2 2x8 1 2 1 DTT2Z ! NOTE 14 NOTE 18b :SEE DETAIL CONT (3) 2x12 HDR (LE:NGTH=20'-1") I B6/SD.2 Fo iI (2) 2x8 ui III' NON-STRUCTURAL 0 i HUC28-2 I II 62 BRACKET BY BUILDER ;IIII O III' --- -- - --- - A5 PORTAL FRAME @ {2} 2x8 SD.2 EACH SEGMENT (2) 2x8: - - C7 TYP @SHED III (2) 2x8IIl �.2ROOF i (2) 2x8_. ___ __ _ B7 TYP @ rB5 4x4 POST `4y SD.2 (4) TOTAL 1.0 -1ST LEVEL FRAMING PLAN PLANK HDR MAX SIZE WALL TYPE i i FRAMING NOTES: 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING HEIGHT 2x6 REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 9'1-1/8" 2x4 @ 16" O.C. U > J LJL 10'1-1/8" 2x6 @ 16" O.C. BOTTOM PLATE No.2 SYP (PT @ 1ST LEVEL) INTERIOR LOAD ALL 2x_ @ MAX 16" OC BRG + mD W w 1. 1 ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/)V'O x 6" LONG TITEN HD INTERIOR ALL 2x_ @ MAX 24" OC NON -LOAD BRG v7 O OR Y"O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229' WASHER 14. MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR W 3 INSTALLATION SPECIFICATIONS W W J 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KING f 0 LO IST GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR v / C.}� (y NIA N/A SHEARWALL ANCHOR SPACING * CN 3. MIN (2) ANCHORS PER PLT SEGMENT 4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW 0 N L W/ 1 O @ 6" OC, SEE co NOTE 18 FOR SHEARWALL NAIL SPACING Q / N DOUBLE TOP PLATE No.2 SYP J co V- �? 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) ROWS 10d @ MAX 12" OC STAGGEREDW :/yD� V N 6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHER W/ MIN ROWS 10d J (2) @ 6" OC STAGGERED, MIN (16)10d ALONG SPLICE W F- J 7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITH INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3)1 Od Z lqT FACE -NAILS < O ...1 J z STUDS No.2 SPF OR No.2 SYP W (-- O 8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE -NAILS OR (3) U) 10d FACE -NAILS a a' 9. FASTEN ALL MULTI -STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED r� Cfl U V �' PLANK HDR MAX SIZE WALL TYPE WALL STUDS REQUIRED 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING HEIGHT 2x6 REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 9'1-1/8" 2x4 @ 16" O.C. EXTERIOR > J LJL 10'1-1/8" 2x6 @ 16" O.C. 2 INTERIOR LOAD ALL 2x_ @ MAX 16" OC BRG + mD W w 1ST INTERIOR ALL 2x_ @ MAX 24" OC NON -LOAD BRG v7 O PLANK HDR O N SIZE HEADER FRAMING No.2 SYP, LSL, OR LVL J W M SPAN 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING - 2x6 REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION W Q I- SPACING 11. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 1 Od @ 12" OC STAGGERED > J LJL 12.FASTEN HEADER TO KING STUDS PER THE FOLLOWING: a. 2x4 OR 2x6 HEADER (4) 1 Od TOE OR FACE -NAILS ^ z 2 -NAILS w b. 2x8 OR 2x10 HEADER (6)10d TOE -NAILS OR FACE -NAILS + mD W w 1ST c. 2x12, LSL OR LVL HEADER (8) 1 O TOE -NAILS OR FACE -NAILS 13. SEE WSP HEADER DETAIL C4/SD.1 ��/n� 00 UPPER FOR INSTALLATION SPECIFICATIONS v7 O 14. MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR W 3 INSTALLATION SPECIFICATIONS W W J (3) CS18 3" OC PLANK HDR MAX SIZE CLEAR W SPAN 2x4 5. 1.1 2x6 7-5" (2) 2x4 SPACING (2) 2x6 Q WALL SHEATHING 15. SHEATH ALL EXTERIOR WALLS W/ Y16" 24/16 SPAN RATED OSB OR PLYWOOD. ll11 1 SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN PROJECT NUMBER SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES R 16. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL 20-(} EDGES AND 12" OC IN THE FIELD, UNO ON PLAN V VV 31 17.FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH KING STUD W/ 8d COMMON @ 12" OC SHEET NUMBER 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN %fi' 24/16 SPAN RATED OSB OR S1.0 O PLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" O.C. IN THE FIELD, UNO ON PLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS SHEET NAME DENOTED ON FRAMING PLAN: NO. STUDS HOLDDOWN/ BOTTOM PLT W LEVEL REQ. EACH END VJ �L� �J SPACING Q DTT2Z 48" OC F_ 2 UPPER (1) CS18 6" OC WALL SHEATHING 15. SHEATH ALL EXTERIOR WALLS W/ Y16" 24/16 SPAN RATED OSB OR PLYWOOD. ll11 1 SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN PROJECT NUMBER SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES R 16. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL 20-(} EDGES AND 12" OC IN THE FIELD, UNO ON PLAN V VV 31 17.FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH KING STUD W/ 8d COMMON @ 12" OC SHEET NUMBER 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN %fi' 24/16 SPAN RATED OSB OR S1.0 O PLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" O.C. IN THE FIELD, UNO ON PLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS SHEET NAME DENOTED ON FRAMING PLAN: 1st LEVEL FRAMING REVISIONS DATE DESCRIPTION LEGEND & SYMBOLS LOAD BRG WALL W/ UPLIFT LOAD BRG WALL W/O UPLIFT DESIGNED HDR/BEAM JER HEADER CALLOUT REVIEWEDBDP No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT z No. OF STUDS REQ, MATCH WALL 00 Q AM WIDTH UNO 0 C10 0 IF (*) SHOWN, (2) SDWC15600 REQ > N 2S TOP PLT TO STUD m M 0 z $ CS18 HOLDDOWN/STRAP TO Y t FRAMING BELOW � _ � N No. OF HOLDDOWN/STRAPS d J 0 M REQ (IF MULTIPLE) 0 _jO HEADER UPLIFT CONNECTION CALLOUT A < z CO No. OF HDR TO JACK Q C7 STRAPS REQ U) c� U 1 CS18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW 0 No. OF HOLDDOWN/STRAPS CN REQ d PIP I TE OF. OORI w� QUELINE E. ROWLAND, PE FL LICENSE NO. 80499 03-18-2020 NO. STUDS HOLDDOWN/ BOTTOM PLT PLAN NOTE LEVEL REQ. EACH END ANCHOR/NAIL STRAPPING SPACING 1ST DTT2Z 48" OC NOTE 18a 2 UPPER (1) CS18 6" OC NOTE 18b 1ST 2 HTT4 24" OC UPPER (2) CS18 3" OC NOTE 18c IST 3 HTT5 24" OC UPPER (3) CS18 3" OC IST HDQ8-SDS3 24" OC NOTE 18d 3 UPPER NIA N/A 1st LEVEL FRAMING REVISIONS DATE DESCRIPTION LEGEND & SYMBOLS LOAD BRG WALL W/ UPLIFT LOAD BRG WALL W/O UPLIFT DESIGNED HDR/BEAM JER HEADER CALLOUT REVIEWEDBDP No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT z No. OF STUDS REQ, MATCH WALL 00 Q AM WIDTH UNO 0 C10 0 IF (*) SHOWN, (2) SDWC15600 REQ > N 2S TOP PLT TO STUD m M 0 z $ CS18 HOLDDOWN/STRAP TO Y t FRAMING BELOW � _ � N No. OF HOLDDOWN/STRAPS d J 0 M REQ (IF MULTIPLE) 0 _jO HEADER UPLIFT CONNECTION CALLOUT A < z CO No. OF HDR TO JACK Q C7 STRAPS REQ U) c� U 1 CS18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW 0 No. OF HOLDDOWN/STRAPS CN REQ d PIP I TE OF. OORI w� QUELINE E. ROWLAND, PE FL LICENSE NO. 80499 03-18-2020 TRUSS FRAMING NOTES: ROOF TRUSSES 1. FASTEN ALL ROOF TRUSSES TO DBL TOP PLT/BEAM W/(3) 10d TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTIONS, SHEET SDA, FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA SCSI GUIDE ROOF SHEATHING 4. SHEATH ROOF FRAMING PER THE FOLLOWING SPECIFICATIONS, SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS a. TILE & METAL: MIN 95/2' 32/16 SPAN RATED OSB OR PLYWOOD b. ALL OTHERS: MIN Is' 24/16 SPAN RATED OSB OR PLYWOOD 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALUFLOOR FRAMING, PROVIDE 2x_ NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALUFLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOF SHEATHING TO NAILER FLOOR TRUSSES 7. FASTEN ALL FLOOR TRUSSES TO DBL TOP PLT W/ (3)10d TOE -NAILS 8. SEE TRUSS PLAN AND TYPICAL DETAILS B1 TO 63 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ 9. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE 10. WHERE TRUSSES BEAR PERPENDICULAR TO SUPPORTS INSTALL CONT. 2x No.2 SYP RIBBON BOARD AS SHOWN IN DETAIL B1/SD.1, ATTACH RIBBON BOARD TO EACH TRUSS W/ MIN (4) 10d FACE -NAILS 11.PROVIDE CRIPPLE STUDS/SQUASH BLOCKS WITHIN FLOOR SYSTEM BELOW UPPER LEVEL MULTI -PLY STUD GROUPS, STUD/BLOCK PLIES TO MATCH No. PLIES ABOVE. 12.PRE-MANUFACTURED SHEAR PANELS TO BE INSTALLED AS SHOWN IN TRUSS LAYOUT, FASTEN TO WALL DBL TO PLT BELOW AND FLOOR DECK FROM ABOVE W/ 10d@3"OC FLOOR SHEATHING 13. SHEATH FLOOR FRAMING W/2%2'TONGUE AND GROOVE OSB OR PLYWOOD. 14.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 1 Od COMMON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD. BEAM FASTENING 15. FASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNO ON PLAN OR PER TRUSS MANUFACTURER'S SPECIFICATIONS: a. 2 -PLY (3) ROWS 10d @ 12" O.C. STAGGERED. b. 3 -PLY (3) ROWS 10d @ 6" O.C. STAGGERED. c. 4 -PLY (2) ROWS Y" DIA.THRU BOLT W/ NUT AND WASHER @ 16- O.C. STAGGERED. PROVIDE 2" EDGE DISTANCE s _ Ci N N _ _ C�> J N 6IVI �CUWN PJ C liqO J Z q I ' 2x4 No. 2 SYP LEDGER, `_ 2x6 No. 2 SYP LEDGER, VJ N c L� t� M N O WCN M WQJ� _j L �`/ LL -Z W W o � C) < W _I n 0� M Q W CL L c) Q �J FASTEN TO EACH TRUSS CL PROJECT NUMBER 00 FASTEN TO EACH TRUSS S1.1 SHEET NAME 1 st LEVEL ROOPFLOOR REVISIONS DATE DESCRIPTION NOTE 6 VERTICAL W/(3)12d DESIGNED JER VERTICAL W/ (4) 12d BDP CIO00 ocoo A�_m.� J Of 0 LO LL r—, 2x4 P CSCE Q5;mz of N COMMON @MAX 16" OC m Q O O COMMON MAX 24" OC Te as N 0499 :vim P60 A s OR 1pP.• 04 JACQUELINE E. ROWLAND, PE FL LICENSE NO. 80499 03-18-2020 .AiLE�J _ .-. _ W. Lu 44 Il PBO �� +' j'��} 03 Z L Z Z Z Z Q ii ii Q - III ii if LIL N\AIL rC5�� SIM @ O PB B H0 SD.2 PORCH GABLE TO BE BRACED BY FLOOR}�E� SE SHEATHING. ADD (2) DIAGONAL BRACES H0 BONUS AS SHOWN, SEE SIM DETAIL B3/,c D.1 ® p fl O EVEL, FOR INSTALL C E -NAILS HO TOWN H05 C1 SIM SDA ti C5 SIM @ SD.2 PORCH - .n , _02--1 , 11-06-00 39-00-00 t; 1ST LEVEL ROOF/FLOOR PLAN C.? Ci N N 4 N Lo W 0 co Iq C�> J N LI_ �CUWN PJ C liqO J Z q W o Q LL `_ LL T_ VJ N c L� t� M N O WCN M WQJ� _j L �`/ LL -Z W W o � C) < W _I n 0� M Q W CL L c) Q �J ryQ CL PROJECT NUMBER 20-0131 SHEET NUMBER S1.1 SHEET NAME 1 st LEVEL ROOPFLOOR REVISIONS DATE DESCRIPTION DESIGNED JER REVIEWED BDP CIO00 ocoo C/im M 0 J Of 0 LO LL r—, <CLuZc�i < J <Y O Q5;mz of N O M U m Q O O M d r Te as N 0499 :vim A s OR 1pP.• •sees*• JACQUELINE E. ROWLAND, PE FL LICENSE NO. 80499 03-18-2020 SEE "HIGHIUPLIFT NOTE" ON DETAIL C1, SHEET CM -1 2 1 2X4 1 1 2 e 2 2X4 1 2 2 2x6 1 2 7,1, NOTE 14 O2 . MIN (3) STUDS BELOWWSEJ CIDER, INCLUSIVE OF SW _ — _ 31RDER B03Pa END STUDS 2S>Tr • STUDS TO FRAMING BELOW I W/ STRAP PER NOTE 18b�� - _ — — GIRDER B01 I i li 3s 11 n._.,rFrw _n Cs1 I I II I I 0 121 X rri I .I NOTE" ON DETAIL C1 a NOTE" ON DETAILS C1, SHEET SD.1 SHEET SD.1 1 I I NOTE 18b o® 1 WALL TO BE FRAMED WITHIN GABLE TRUSS E02 I ( I L— — - — — — — — — 2ND LEVEL FRAMING PLAN O Scale: 1/4"=V-0" FRAMING NOTES: MAX dU� WALL TYPE WALL STUDS REQUIRED d' HEIGHT 2x4 U 9'1-118" 2x4 @ 16" O.C. EXTERIOR M BOTTOM PLATE No.2 SYP (PT c@ IST LEVEL) 101611 _J Q 10'1-1/8" 2x6 @ 16" O.C. INTERIOR LOAD 1. 1ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/YFO x 6" LONG TITEN HD 2x_ @ MAX 16" OC J KING STUD W/8d COMMON @ 12" OC 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING INTERIOR ALL OR Y2'O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229" NON -LOAD BRG REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED W Q J WASHER 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KING PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS — O lid 12.17ASTEN HEADER TO KING STUDS PER THE FOLLOWING: a. 2x4 OR 2x6 HEADER (4)1 Qd TOE -NAILS OR FACE -NAILS Elf GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR ^ z W SHEARWALL ANCHOR SPACING b. 2x8 OR 2x10 HEADER (6) 10d TOE -NAILS OR FACE -NAILS W �/� U) (V c. 2x12, LSL OR LVL HEADER (8)10dTOE-NAILS OR FACE -NAILS 3. MIN (2) ANCHORS PER PLT SEGMENT 4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD W 0 N LO Q BELOW W/ 10d @ 6" 14. MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR INSTALLATION SPECIFICATIONS W M t.J W OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACINGIq fy /"1 > J N DOUBLE TOP PLATE No.2 SYP J m LL- O 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) ROWS ^ (0 10d @ MAX 12" OC STAGGERED (N 6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHER W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16) 10d ALONG SPLICE Q WITH 7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3)10d 0 FACE -NAILS Q J Z d. STUDS No.2 SPF OR No.2 SYP w 1— O 8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE -NAILS OR (3) 10d FACE -NAILS 9. FASTEN ALL MULTI GROUPS TOGETHER 12" LL -STUD W/ (2) ROWS 10d @ OC (0 ' ` STAGGERED �,,,J z M 13� T_ ♦0— VJ MAX dU� WALL TYPE WALL STUDS REQUIRED d' HEIGHT 2x4 5-1" 9'1-118" 2x4 @ 16" O.C. EXTERIOR M (2) 2x6 101611 2 %�_O 131 Q 10'1-1/8" 2x6 @ 16" O.C. INTERIOR LOAD ALL 2x_ @ MAX 16" OC BRG KING STUD W/8d COMMON @ 12" OC 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING INTERIOR ALL 2x @ MAX 24" OC NON -LOAD BRG REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED W z M 13� T_ ♦0— VJ PLANK HDR N dU� CLEAR SIZE W d' SPAN 2x4 5-1" 2x6 7' 5" (2) 2x4 M (2) 2x6 101611 2 %�_O 131 Q ~ J v HEADER FRAMING No.2 SYP, LSL, OR LVL 17.17ASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH WN IST KING STUD W/8d COMMON @ 12" OC 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING UPPER 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN /s' 24/16 SPAN RATED OSB OR REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED W Q J PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS A SHEET NAME DENOTED ON FRAMING PLAN: 12.17ASTEN HEADER TO KING STUDS PER THE FOLLOWING: a. 2x4 OR 2x6 HEADER (4)1 Qd TOE -NAILS OR FACE -NAILS Elf i ^ z W b. 2x8 OR 2x10 HEADER (6) 10d TOE -NAILS OR FACE -NAILS W �/� U) c. 2x12, LSL OR LVL HEADER (8)10dTOE-NAILS OR FACE -NAILS �r/�� 00 13. SEE WSP HEADER DETAIL C41SD.1 FOR INSTALLATION SPECIFICATIONS U ) Q t 14. MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR INSTALLATION SPECIFICATIONS W Q t.J W fy J PLANK HDR MAX dU� CLEAR SIZE W 15. SHEATH ALL EXTERIOR WALLS W/ %s' 24116 SPAN RATED OSB OR PLYWOOD. SPAN 2x4 5-1" 2x6 7' 5" (2) 2x4 7-2" (2) 2x6 101611 PLAN NOTE I..L dU� WALL SHEATHING NOTE 18a W 15. SHEATH ALL EXTERIOR WALLS W/ %s' 24116 SPAN RATED OSB OR PLYWOOD. DTT2Z 48" OC UPPER W �Zp 1ST SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES HTT4 24" OC UPPER 16.FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL 2 %�_O 131 Q ~ J v UPPER 17.17ASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH SHEET NUMBER IST KING STUD W/8d COMMON @ 12" OC HDQ8-SDS3 24" OC UPPER 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN /s' 24/16 SPAN RATED OSB OR PLAN NOTE LEVEL NO. STUDS REQ. EACH END WALL SHEATHING NOTE 18a 1ST 15. SHEATH ALL EXTERIOR WALLS W/ %s' 24116 SPAN RATED OSB OR PLYWOOD. DTT2Z 48" OC UPPER SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN PROJECT NUMBER R v R 1ST SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES HTT4 24" OC UPPER 16.FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL 2 %�_O 131 1ST EDGES AND 12" OC IN THE FIELD, UNO ON PLAN v UPPER 17.17ASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH SHEET NUMBER IST KING STUD W/8d COMMON @ 12" OC HDQ8-SDS3 24" OC UPPER 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN /s' 24/16 SPAN RATED OSB OR PLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES S2.0 AND 12" O.C. IN THE FIELD, LINO ON PLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS A SHEET NAME DENOTED ON FRAMING PLAN: i PLAN NOTE LEVEL NO. STUDS REQ. EACH END HOLDDOWN/ BOTTOM PLT ANCHOR/NAIL STRAPPING SPACING NOTE 18a 1ST 2 DTT2Z 48" OC UPPER (1) CS18 6" OC NOTE 18b 1ST 2 HTT4 24" OC UPPER (2) CS18 31 OC NOTE 18c 1ST 3 HTT5 24" OC UPPER (3) CS18 3" OC NOTE 18d IST 3 HDQ8-SDS3 24" OC UPPER N/A N/A LEGEND & SYMBOLS LOAD BRG WALL W/ UPLIFT LOAD BRG WALL W/O UPLIFT HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ 2S TOP PLT TO STUD CS18 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALLOUT No. OF HDR TO JACK STRAPS REQ 1 CS18TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ 2nd LEVEL FRAMING REVISIONS DATE DESCRIPTION ,C �Q 110, 5 QUELINE E. ROWLAND, PE FL LICENSE NO. 80499 03-18-2020 TRUSS FRAMING NOTES: li ROOF TRUSSES 1. FASTEN ALL ROOF TRUSSES TO DBL TOP PLT/BEAM W/(3) 10d TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTIONS, SHEET SDA, FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE ROOF SHEATHING 4. SHEATH ROOF FRAMING PER THE FOLLOWING SPECIFICATIONS, SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS a. TILE & METAL: MIN % '32116 SPAN RATED OSB OR PLYWOOD b. ALL OTHERS: MIN %s' 24116 SPAN RATED OSB OR PLYWOOD 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALL/FLOOR FRAMING, PROVIDE 2x NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALUFLOOR FRAMING MEMBER W1(3)10d @ MAX 24'' OC, EDGE NAIL ROOF SHEATHING TO NAILER OVERFRAMING NOTES 7. ALL RAFTERS TO BE MIN 2x6 No.2 SYP @ 24" OC. MAX 8. ALL VALLEY NAILERS TO BE 2x8 No.2 SYP, FASTEN TO TRUSS TC W/ (3) 10d FACE -NAILS 9. EACH RAFTER TO NAILER W/ H3 10. ALL RIDGE BOARDS TO BE ONE NOMINAL SIZE LARGER THAN RAFTER SIZE 11. FASTEN RAFTER TO RIDGE BOARD W/ (3)10d TOE -NAIL 12. FOR RAFTER SPANS GREATER THAN 10'-0", ADD 2x6 COLLAR TIES @ MAX 48" OC, LOCATED IN UPPER THIRD OF RAFTER. FASTEN TO RAFTER W/ (3)10d FACE -NAILS 19-10-03 19-01-8 13. SEE TABLE BELOW FOR ALLOWED RAFTER SPAN & SPACING ! e _ TYP CZ I TY C1 SDA 17 SD.1 m—m-- � - ® o 0 0 0 0 0 o -;r 1-04-00 I� iLED �, F - A _._ Lr l �I REQ s � ` BEARING BLOCK NOTES i_ ;F i 14.FULL HEIGHT OR MIN 48" LONG HORIZONTAL BEARING BLOCK, SEE PLAN I JQ o w w �' c c o cu w o cz QUA" ( 15. j G% w us � !�� � , ,BRG BLOCK TO MATCH TRUSS MEMBER DEPTH -- 1- - --- --- --- 4L 26 ®� j z z z I4 z z I 16. FASTEN BRG BLOCK TO TRUSS VERTICAL/BC W/ (3) 10d ROWS 10d @ 4" OC STAGGERED ',' 3'_a, t _-_-_ • SEE BEARING BLOCK - BQ NOTES, THIS SHEET -00-00 " • TRUSS TO STUDS Ij I HUSr r BELOW W/ LGT3-SDS2.5 s ERFRAM SEE OVING > ! NOTES, THIS SHEET - -- - { (2} HTS20 60 2-00-00 ii z �_ __ ;; co ; I= _ 601 i 4 t 1 i r I .yam. I C5 it ij ,I i {{i I �I! � vQ uQ v v vQ vQa vQ v Q 11< 1 Nj� v er F !!I 11 i O ���o 0 O 0 0 O O OO1q, O � co � O � 1 � O p(D 0 0 ® 0 0 o 0 0 0 N N N -N N N N N N! N t�N O � ,I E! T=7 SEE OVERFRAMING NOTES, THIS SHEET II pm HTS20 @ (2) HTS20 u A03 iI _de_ -J01--- .__ -06-00 (2)HTS - - --- CQ 2-0-0 @ C01 E f SDA I --- — -- - — -- - ---' -. - - -- ---- — � � 1 C6 I + �.2 4 ?C5 • SIM GABLE OUTLOOKERS y SD.2 *SEE SHEET S1.1 FOR BRACING REQUIREMENTS 20-04-00 6-()2-0 J 39-00-00 2.1 2ND LEVEL ROOF PLAN, ,. Scale: 1/4 =1-0 RAFTER SPAN TABLE RAFTER OC SPACING LUMBER SIZE 4t N W Lo 0 co 2x6 2x8 2x10 2x12 12" 15'-7" 19'-8" 23-5' N/A 16" 13'-6" 17'-1 " 20'-3" 23'-10" LL (0 y EL v '- U ALL RAFTERS TO BE No.2 SYP (LL=20PSF, DL=10PSF) _._ Lr l �I REQ s � ` BEARING BLOCK NOTES i_ ;F i 14.FULL HEIGHT OR MIN 48" LONG HORIZONTAL BEARING BLOCK, SEE PLAN I JQ o w w �' c c o cu w o cz QUA" ( 15. j G% w us � !�� � , ,BRG BLOCK TO MATCH TRUSS MEMBER DEPTH -- 1- - --- --- --- 4L 26 ®� j z z z I4 z z I 16. FASTEN BRG BLOCK TO TRUSS VERTICAL/BC W/ (3) 10d ROWS 10d @ 4" OC STAGGERED ',' 3'_a, t _-_-_ • SEE BEARING BLOCK - BQ NOTES, THIS SHEET -00-00 " • TRUSS TO STUDS Ij I HUSr r BELOW W/ LGT3-SDS2.5 s ERFRAM SEE OVING > ! NOTES, THIS SHEET - -- - { (2} HTS20 60 2-00-00 ii z �_ __ ;; co ; I= _ 601 i 4 t 1 i r I .yam. I C5 it ij ,I i {{i I �I! � vQ uQ v v vQ vQa vQ v Q 11< 1 Nj� v er F !!I 11 i O ���o 0 O 0 0 O O OO1q, O � co � O � 1 � O p(D 0 0 ® 0 0 o 0 0 0 N N N -N N N N N N! N t�N O � ,I E! T=7 SEE OVERFRAMING NOTES, THIS SHEET II pm HTS20 @ (2) HTS20 u A03 iI _de_ -J01--- .__ -06-00 (2)HTS - - --- CQ 2-0-0 @ C01 E f SDA I --- — -- - — -- - ---' -. - - -- ---- — � � 1 C6 I + �.2 4 ?C5 • SIM GABLE OUTLOOKERS y SD.2 *SEE SHEET S1.1 FOR BRACING REQUIREMENTS 20-04-00 6-()2-0 J 39-00-00 2.1 2ND LEVEL ROOF PLAN, ,. Scale: 1/4 =1-0 J .. Q L C%) N N 4t N W Lo 0 co JJ.j LL Com? �v JN I—J_ 0 <Zq w 0 .. < U_ LL (0 y EL v '- U L.L.. U) CV d' cM cy) 0 CN J WcoN W Z J -�LL� z N> t.�.. W = W D W0 � C) /Wy Q W J LL n/ M LL W 0- O z ryJ PROJECT NUMBER 20-0131 SHEET NUMBER S2.1 SHEET NAME 2nd LEVEL ROOF REVISIONS DATE DESCRIPTION DESIGNED JER REVIEWED BDP co 00ct� co 0 Lo >0 0 C/) Lo ti Q W M oa O _J Q> 0 . � 0 m <- U �U)c m0LoI M [L i``��i►1i11t1t fill, ' 80499 ' v' TE- 0 '�1 �•� O•�� ~' R100060 illliill JACQUELINE E. ROWLAND, PE FL LICENSE NO. 80499 03-18-2020 V J NOTE: ---� THIS DETAIL MAY BE USED ILO DETAIL Cl .. LO V IN ANY LOCATIONS THAT A TRUSS ALIGNS w C'4 (y 2x8 SPF HEEL BLOCKING REQ BETWEEN EACH TRUSS WHERE HEEL HEIGHT IS BETWEEN 9" TO 15", DIRECTLY W/ THE STUD BELOW 0 * / N ATTACH W/ (3)10d TOENAILS EACH END AND 10d r ,, ONE PLY OF DBL TOP PLT MUST SPAN LO >, � •MIN 7/6" OSB SHEATHING, W TOENAILS 6" OC TO DBL TOP PLT CONT ACROSS OPENING CONTINUOUS FROM DBL TOP PLT. 0 co` TO SILL PLT ABOVE OPENING ® / J N ROOF DECK ROOF DECK •FASTEN SHEATHING TO TOP PLT, � J - CRIPPLES, AND HDR W/ 8d COMMON m L.L C7 PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD TRUSS mw y f TRUSS OR @ 3" OG ^ W C4 TRUSS OR _ J CV CONVENTIONALLY CONVENTIONALLY CRIPPLE STUD REQ AT EACH J — 00 FRAMED RAFTER x FRAMED RAFTER x•_ . ' END OF HDR, AS SHOWN J z d' n Q >O SILL & CRIPPLES TO FRAME OUT Z LA -1 ROUGH OPENING JJ W 1— 0 . . . , • ;. KI PER PLAN U'^) No. OF NG STUD P I [ €2x No. 2 SYP DBL TOP PLT 2x_ No. 2 SYP DBL TOP PLT _ ! I MAX 36 ROUGH OPENING 3_ TRUSSIRAFTER TO TOP -"" u�_"-`"` •` Y" I EVERY TRUSS/RAFTER TO I FASCIA z 00 FASCIA EVERY TRUSS/RAFTER TO TOP PLT TOP PLATE W/ SDWC15600 @ PLTWI SDWC15600 INSTALLED W/ SQWC15600 @MAX 24" OC • MAX 24" OC lwspl ("�� �/ LWIND-RATED SOFFIT BY WIND -RATED SOFFIT BYFROMCONTRACTOR EXTERIOR WALL STUD EVERY OTHER STUD TO TOP CONTRACTOR V SPACING PER FRAMING NOTES PLT W/ SDWC15600 @MAX ALIGNED STUD TO DBL TOP PLT 32" OC W/ SDWC15600 WALL SHEATHING, WALL SHEATHING, INTERIOR LOAD-BEARING STUD FASTEN TO DBL TOP PLT NOTE: WHERE "LOAD BRG WALL W/O UPLIFT' FASTEN TO DBL TOP PLT EXTERIOR WALL STUD HIGH UPLIFT NOTE SPACING PER FRAMING NOTES IS SHOWN ON FRAMING PLAN, STUD TO TOP PER FRAMING NOTES SPACING PER FRAMING NOTES PER FRAMING NOTES - 1 ASTEN EVERY STUD TOI PLATE SCREWS MAY BE OMITTED OP PLT W/ SDWC15600 MAX 16" OC I-- (y) O WN M W CN < >' C1 TYPICAL EXTERIOR ROOF -TO -WALL C2 TYPICAL INTERIOR LOAD-BEARING ROOF -TO -WALL C3 ALTERNATE EXTERIOR ROOF TO WALL- TRUSS ALIGNED W/ STUD C4 WSP HEADER FRAMING ELEVATION > J V- ~ Z 111 V) Q HDR TO EACH INTERMEDIATE Q W JACK W/ SDWC15600 w m Q SPLICE WALL SHEATHING MIN 12" SPLICE WALL SHEATHING MIN 12" ABOVE 2ND LEVEL BOTTOM PLT, —r-—� W FASTEN TO BLOCKING PER PLAN ABOVE 2ND LEVEL BOTTOM PLTffl I —EVERY OTHER STUD TO BOTTOM PLT MIN (5) FIELD NAILS PER STUD I W/ SDWC15450 @ MAX 32" OC MIN (5) FIELD NAILS PER STUD WITHIN BOTTOM 12" OF WALL WITHIN BOTTOM 12" OF WALL 2ND LEVELFLOOR r f — BOTTOM PLT TO EVERY FLOOR SYSTEM SHEATHING z MEMBER W/ SDWC15450 @ MAX 24" OC 2x4 No. 2 SYP NAILER, 2ND LEVEL BOTTOM PLT TO 2ND LEVEL BOTTOM PLT TO ; FASTEN TO TRUSS TOP RIBBON BOARD PER FRAMING 2ND LEVEL FLOOR SHEATHING RIBBON BOARD PER FRAMING CHORD W/ 10d @ 6" OC NOTES NOTES WALL SHEATHING TO 2ND LEVEL •••�--�-� J p---- ,"�,-��. WALL SHEATHING TO 2ND LEVEL BOTTOM PLT PER FRAMING NOTES BOTTOM PLT PER FRAMING NOTES 2x No. 2 SYP RIBBON BOARD PER 2x4 No- 2 SYP DIAGONAL BRACE @ TRUSS ENGINEERING 48" OC, FASTEN W/ (3) 10d TOE -NAILS EACH EN* IIa EVERY FLOOR SYSTEM MEMBER TO DBL WALL SHEATHING TO 1ST LEVEL TOP PLT W! SDWC15600 @MAX 24" OC WALL SHEATHING TO 1 ST LEVEL z T P R FRAMING NOTES z DBL TOP PL E � DBL TOP PLT PER FRAMING NOTES MIN (5) FIELD NAILS PER STUD MIN (5) FIELD NAILS PER STUD WITHIN TOP 12" WALL WITHIN TOP 12" OF WALL B TOP P ROUGH WEEN WEEN oZ� HEADER PER P AN Q _I ELOW PROJECT NUMBER 3 { I HDR, ILS 20-0131 SHEET NUMBER PLANK HDR & CRIPPLES B X HEADER TO FRAME OUT S D . 1 SHEET NAME DETAILS SILL, ILS REVISIONS DATE DESCRIPTION OPENING i PROVIDE BLOCKING BET j, INTERMEDIATE JACKS AT FASTEN W/ (3)10d TOE -NA �`* EACH END PROVIDE MIN (2) INTERFME JACKS, STUDS TO BE FRA BESIDE OPENINGS d/ PROVIDE BLOCKING BET INTERMEDIATE JACKS AT FASTEN W/ (3) 10d TOE -NA EACH ENDFl ROUGH WEEN WEEN oZ� Q _I ELOW PROJECT NUMBER HDR, ILS 20-0131 SHEET NUMBER DIATE MED S D . 1 SHEET NAME DETAILS SILL, ILS REVISIONS DATE DESCRIPTION I —EVERY OTHER STUD TO not LT - == W/ SDWC15600 @ MAX 32" OC SPLICE WALL SHEATHING MIN 12" SPLICE WALL SHEATHING MIN 12" SEE "HEADER FRAMING ELEVATIONS" BELOW 1ST LEVEL DBL TOP PLT, —INTERIOR LOAD BRG WALL PER BELOW 1ST LEVEL DBL TOP PLT FOR TOP PLT TO HEADER & KING STUD FASTEN TO BLOCKING PER PLAN FRAMING NOTES TO HEADER CONNECTIONS NOTE: WHERE "LOAD BRG WALL W/O UPLIFT IS SHOWN ON FRAMING PLAN, STUD/PLT TO - FLOOR SYSTEM SCREWS MAY BE OMITTED DESIGNED B1 TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PERPENDICULAR 62 TYPICAL INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM B3 TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PARALLEL B4 INTERMEDIATE JACK STUDS AT HEADER JER REVIEWED BDP HDR TO TOP PLT W/ KING STUDS TO TOP PLT: SDWC15600 OR DSP @ - OPENINGS < 6FT: (1) SDWC15600 32" OC a OPENINGS >6FT: (2) SDWC15600 LINO ON PLAN HEADER PER PLAN oo Q FLOOR SHEATHING TO BLOCKING cz D Lo � PER TRUSS FRAMING NOTES PLANK HDR & CRIPPLES BELOW J 04 "MM04 04co 0 V 2x_ SPF BLOCKING BETWEEN TRUSS TOP OPENINGHDR TO OUT ROUGH m � � CHORDS, FSTEN EACH END W/ (3) 10d LLOtte of - cn L, I 2ND LEVEL FLOOR SHEATHING <r J C — EVERY OTHER STUD TO BOTTOM J O ANCHOR BOLT W/ NUT & WASHER PLATE W/ SDWC15450 @ MAX 32" OC 0< z M Z AS REQ PER FRAMING NOTES _ Q � HIGH UPLIFT NOTE NOTE: WHERE "LOAD BRG WALL W/O UPLIFT" � Z N Q ASTEN EVERY STUD TO IS SHOWN ON FRAMING PLAN, THE STUD TO —ANCHOR BOLT W/NUT &WASHER 0 M U OTTOM PLT W/ BOTTOM PLATE SCREWS MAY BE OMITTED & REQ @ MAX 48" OC & WITHIN 12" OF C( Y O WALL SHEATHING TO BOTTOM DWC15450 @ MAX 16" OC ANCHOR BOLTS MAY BE SPACED @ 72 OC -PLT BREAKS, LINO ON PLAN TYPICAL HEADER FRAMING m Q dam' PLT PER FRAMING NOTES FOUNDATION PER PLAN 0 N O) FOUNDATION PER PLAN .a ..._... I I HDR TO TOP PLT W/ Ch 5 _ SDWC1 600 OR DSP @ D D Q 2" MIN EDGE DISTANCE Ito do o HDR TO JACK STUDS W/ 4 � FLOOR TRUSS HEADER PER PLAN CS18 OR MSTA24, QUANTITY PER PLAN PLANK HDR & CRIPPLES BELOW HDR TO FRAME OUT ROUGH INTERIOR LOAD FRAMING NOTES RG WALL PER OPENING \\``\,li`[* n. .' 1`�- •. , fIi IIS ' 4� ?_ ; 499 : o? HIGH PLIFT HEADER FRAMING '-• O �P•-' STRAPS ARE SPECIFIEDON (WHERE ,,��F�i,R1 i-�'•�ii*,�► PLAN) mil[lll�l � Il JACQUELINE E. ROWLAND, PE Al TYPICAL EXTERIOR WALL AT FOUNDATION A2 TYPICAL INTERIOR LOAD-BEARING WALL AT FOUNDATION A3 INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM- NO UPLIFT A4 HEADER FRAMING ELEVATIONS FL LICENSE No. 80499 03-18-2020 2x4 No. 2 SYP OUTLOOKER @ 2x4 No. 2 SYP BLOCKING BETWEEN MAX 24" OC OVER DROPPED TRUSS TOP CHORDS FASTEN W/ (3) GABLE TO 2ND TRUSS BACK, 10d TOE -NAILS EACH END J FASTEN TO GABLE TC W/ H2.5T DIAGONAL BRACE TO BLOCKING J W/ (6) 1 O 2x4 No. 2 SYP OUTLOOKER MAX 24" OG 2x4 No. Z SYP BLOCKING 2x4 No. 2 SYP BLOCKING BETWEEN @ BETWEEN OUTLOOKERS, OUTLOOKERS, FASTEN W/ (3) 1 Od OVER DROPPED GABLE TO 2ND TRUSSA O LO FASTEN W/ (3) 1 Od TOE -NAILS TOE -NAILS EACH END BACK, FASTEN TO GABLE TC W/ H2.5T U) (N4 N EACH END �:».; Lim * N FASCIA _ • -' •- FASCIA LLN LO INSTALL ASSEMBLY OVER 2x4 BLOCKING BETWEEN FLOOR W Q PER ARCH pmr "X I z PER ARCH I TRUSSES AT ALL PANEL EDGES, d - MAX 16 MAX 19' E WALL SHEATHING BLOCKING REQUIRED FULL EXTENT J N OVERHANG OVERHANG I OUTLOOKER T {{ # OUTLOOKER To—/,•2x6 NO.2 SYP CONT NAILER OF SHEARWALL BELOW J 7C W/ (3) 10d s I l } TG Wf (3) 1 Od j ] • FASTEN EACH RAFTER TO J M L• - TOE -NAILS ii ff TOE -NAILS 9 d NAILER W/ MIN (4) 8d COMMON FASTEN FLOOR a f t DECK TO BLOCKING r TOE -NAILS WI 10d 3" OC � (. } @ M I I I SHEATH ASSEMBLY FULLY PER _ W 1 { SHEATHING NOTES FOR ROOF y SHEATHING C Z C� MIN 36" LONG No. 2 SYP 2x4 j < NAILER TO GABLE VERTICAL ! I I a I I` I I III 2x4 N0.2 SYP RAFTER AND -s'"m�k _FASTEN CONTINUOUS HAILERS � FASTEN MIN �/s' OSB OR � J z �' W/ 1Qd @ 3" OC CEILING JOIST AT 24" O.C. PLYWOOD TO ALL BLOCKING TO SOLID FRAMING/HEADER I I I I I I III u �- O FASTEN RAFTER TO JOIST WITH ;��" W/ 8d @ 3" OG WITH (2) T' x 6" LAGS OR WOOD I I I I I I I I I I MIN (4) 8d COMMON. < U) M 2x6 No.2 SYP _DIAGONAL • 2x4 FLATWISE BLOCKING BETWEEN SCREWS @MAX 24" O.C.U. BRACE, FOR BRACE LENGTHS I I I I GABLE TRUSS BOTTOM CHORD @ 1 € (0 >8FT PROVIDE 2x6 T -BRACE i }} INTERMEDIATE TRUSS BOTTOM CHORDS Mtl, � rd � yy SHEARWALL DBL TOP PLT ! i AS SHOWN. I _. . v • INSTALL BLOCKING INLINE W/ DIAGONAL BRACE TO 2x4 I MAX 2'-0" �� NAILER W/ HGA10 I PERPENDICULAR TRUSSES @ MAX 48" OC I 1' ' E •ATTACH EACH BLOCK TO TRUSS BOTTOM I CHORD W/ (3) 1 Od TOE -NAIL I i • 2x4 NO.2 SYP CONT NAILER g • FASTEN EACH JOIST TO • I ATTACHED EACH BLOCK TO DBL ; 1 NAILER W/ MIN (4) 8d COMMON BLOCKING TO GABLE TRUSS TO DBL TOP TOP PLT WI (3) 1 O FACE -NAILS SHEARWALL DBL TOP PLT W/ 1 Od TOE -NAILS @ 4 __ �- TOE -NAILS V J • GABLE TRUSS TO DBL TOP PLT W/ 10d @ 3" OC OC PLT W/ 10d TOE -NAILS @ 4" OC vv I NOTES FLATWISE BLOCKING TO (V 1. DETAIL SIMILAR FOR TRAY CEILING OPPOSING TRUSS BOTTOM GABLE TRUSS TO DBL TOP GABLE TRUSS TO DBL �-- PLT W/ SDWC15600 @ MAX APPLICATIONS TOP PLT W/ SDWC15600 @ CHORDS W1 CS18 W/ MIN 48" OC 2. FOR PORCH LOCATIONS, 35' VERTICAL MAX 48" OC (4)10d x 1Y" EACH END co NAILER AND DIAGONAL BRACE MAY BE OMITTED PROVIDED PORCH CEILING IS O N FULLY SHEATHED J W M Z W <( J CS GABLE ANGLE BRACING C6 GABLE BRACE DETAIL- PERPENDICULAR TRUSSES C7 FIELD -FRAMED SHED ROOF- MAX 2FT C$ FIELD FRAMED BLOCKING PANEL > —J U- Z W �_� W a Q BEAM TO PERP. WALL STUDS/POST DOWN W/ HTS20 W VERTICAL POST DOWN TO PROVIDE OR TO PARALLEL WALL W FULL BRG TO WALL DBL TOP PLT, STUDS/POST DOWN W/ MSTA24 �/ A A (WHERE POST DOWN >12" LONG, 2x_ No. 2 SYP NAILER, L.L Q ADD (1) MSTA24 POST DOWN TO l FASTEN TO BEAM W/ WALL STUDS BELOW) i - 10d @ 4" OC ./ W I PERPENDICULAR WALL FRAMING STAGGER BEAM PLIES _-___�.-` _ .�.�, ,,,�. r ) BEYOND, IF APPLICABLE Z 0 AS SHOWN TO — _ I a. r) •e tl' PROVIDE BRG ON POST y 2x No 2 SYP BLOCKING, J • m PRE-MANUF. ROOF Itwl FASTEN TO TRUSS BC W/ (3) TRUSS BY OTHERS 10d TOE -NAILS EACH END (2) ROWS 10d (3) ROWS 1 O @ 12" (2) ROWS 6" SDW OC STAGGERED, SCREWS 24" OC 1 � FULLY SHEATH PORCH x @ 12 OC @ W � STAGGERED INSTALLED FROM STAGGERED ^ PT POST BELOW CEILING W1 /s' 24/16 SPAN EACH FACE s EACH BEAM TO POST EACH BEAM TO POST RATED OSB, FASTEN W1 8d W/ CS18 OR MSTA24 W1 CS18 OR MSTA24 BEAM BRG ABOVE TOP PLT ELEV UPLIFT CONNECTORS NOT COMMONS @ 3" OC EDGE, SECTION A -A SHOWN FOR CLARITY, SEE 12" OC FIELD PROJECT NUMBER PERPENDICULAR WALL PERPENDICULAR WALL SHEET SD. 1 FOR TYPICAL ! FRAMING BEYOND, IF FRAMING BEYOND, IF TRUSSES PERPENDICULAR ZO-01 31 No. 2 SYP PT POST, APPLICABLE APPLICABLE WALL SECTIONS 2 -PLY 3 -PLY 4 -PLY SIZE PER PLAN SHEET NUMBER BEAM TO PERP. WALL BEAM TO WALL STUDS PRE-MANUF. ROOF PRE-MANUF. ROOF MIN {3) FASTENERS D. STUDS W/ HTS20 OR TO W/HUG HANGER TO a TRUSS BY OTHERS TRUSS BY OTHERS AT BEAM SPLICE END POST TO FDN W/ ONE OF PARALLEL WALL STUDS MATCH BEAM JOINT THE FOLLOWING OPTIONS: W/MSTA24 DIMENSIONS " 2x_ No. 2 SYP 2x_ No. 2 SYP { • ABu44z-4x4 POST IX r SHEET NAME 1 NAILER, FASTEN s NAILER, FASTEN TO W — — — p� w„sx _— _— — I I TO BEAM Wf 1 Od i WALL DBL TOP PLT z • ABU66Z- 6x6 POST — — — — • DTT2Z — — — — NOTCH TOP OF BEAM I ►°i 3„ TO SIT BELOW WALL �- @ 4„ OC 2 W1 10d @ 4" OC _ DETAILS 100.*- IF FOUNDATION PER PLAN ! I I I ! w DBL TOP PLT NAIL SPACING ABOVE I NOTE: r POST IS INSTALLED ON TOP OF I ! I I I ! I ! I ? ` • CONCRETE PEDESTAL, INCREASE "_ �-_. "�� II ! ! ! REVISIONS -- — — ANCHOR LENGTH SUCH THAT MIN NOTE: t1 EMBED DEPTH IS ACHIEVED BELO i°I , • OPTIONAL OSB FLITCH MAY BE ADDED .� i I ! �, xf ! ! ! DATE DESCRIPTION u M W , BETWEEN BEAM PLIES AT CONTRACTOR'S I I SLAB ELEV ' DISCRETION FULLY SHEATH PORCH • FASTENER SUBSTITUTION W/ OSB FLITCH: • • - a WALL STUDS BELOW WALL STUDS BELOW CEILING W/ %s' 24116 SPAN •• USE 10d COMMON ILO 10d NAILS PORCH BEAM, No. PORCH BEAM, No. RATED OSB, FASTEN W/ 8d I . 8° I STUDS TO MATCH No. STUDS TO MATCH No �� 2t COMMONS @ 3" OC EDGE, _ BEAM PLIES BEAM PLIES SDW SCREWS TO BE INSTALLED FROM ff I EACH FACE FOR 4 -PLY MEMBERS 12" OC FIELD BEAM POCKET AT TOP PLT ELEV BEAM W/ HANGER AT TOP PLT ELEV TRUSSES PARALLEL DESIGNED B5 TYPICAL CONNECTION AT PORCH BEAM B6 PORCH BEAM TO WALL DETAILS B7 PORCH SHEATHING @ ALL EXTERIOR PORCHES B8 MULTI -PLY BEAM/HDR CONNECTION (TOP -LOADED ONLY) JER REVIEWED BDP 1 S n I I ice"NAILING ONLY I! i I n i I I`i APPLICABLE W/ PONY I I 1 I i i i'i i f i WALL FOR >1 OFT PLT I I SHEATHING TO HDR * w HDR TO JACKS Wf w T_ � Wf 8d COMMON @ 3 = _ = Z O O PER PLAN z U 00 U • J (2) MSTA24 OR CS18 M 0 OC IN GRID PATTERN Q w O J Q tt} AS SHOWN t9 W o o a o > N j o Q a N z 2x_ BLOCKING, FASTEN ; STUD IN PERPENDICULAR WALL # Y � 'Q W cr) = w Q TO UNDERSIDE OF HDR FRAMED PER PLAN VIEW � I` VERTICAL PANEL N � z w a Z W/ (2) ROWS 16d SINKER I @ (2) ROWS 1 Od @ 1 Z" (2) ROWS 61 SDW:j J O SPLICE @OPENING z a o W. c7 TYPICAL STUD FRAMING • 2 ROWS OF OC STAGGERED M Z I () (2) ROWS 10d 12" CL J z 3"OC FASTENERS OC STAGGERED IS PERMITTED O O w z � @ PER FLAN � SCREWS @ 24 OC 7 z � p (3) JACK STUDS@ STAGGERED Q00 TYPICAL BOTTOM PLT ANCHORS 36"LONG SCAB FASTENED TOaiNSTALLED FROM STAGGERED, Z N �( PER PLAN ( ) I EACH FACE INSTALLED FROM f— 0 iv) m OPENING CORNER STUD W/ MIN 20 10d, _ E 2x PT BUCK IF REQ, FASTEN W/ (2) JACK STUDS/ (1) KING z (2) ROWS 16d COMMON @ 16" OC j I ONLY REQ WITH HOLDDOWN-- I EACH FACE Y U STUD @ END OF PORTAL 2x GARAGE GOAL POST, FASTEN 35' LONG SCAB FASTENED TO I ' o _ CORNER STUD W/ MIN (20) 1 Od, I I I • 1 177 m SEGMENT Q O 6" GALVANIZED ONLY REQ WITH HOLDDOWN I a < O W/ 2 ROWS x 3` EDGE NAIL o_ LAG S REWS @ 12"' OC I HOLDDOWN ONLY REQ '�!� ? 3 I i SHEATHING W/ (2) _ s HOLDDOWN ONLY REQ I w O a N %� ,,� IF SPECIFIED ON PLAN z z try ROWS 8d COMMON -- — -- -- Y A� IF SPECIFIED ON PLAN I • v 1`� 3' OC, TYP AS SHOWN PROVIDE (2) 2x_ BLOCKING—'t FASTEN GARAGE LL I PANEL SPLICE I DOOR TRACK PER c 00 TYPICAL BOTTOM PLT 1 MANUF'ACTURER'S f LOCATION, IF APPLICABLE - _- I • INSTALLATION ANCHORS PER PLAN. z w JACK STUDS @ OPENING SPECIFICATIONS I II _ I IIt v &END OF PORTAL _ GARAGE RETURN CORNER STUDS FRAMED AS SHOWN, t- o SEGMENT TO FDN W/ _ I 1 FRAMING & HOLDDOWNS z HTTS PER PLAN FASTEN STUDS W/ 10d @ 4" OG ' a � '._ I ��iwill it Z a MIN (1)ANCHOR WITHIN Z - WIDE -FACE 2 -PLY 3 -PLY 4 -PLY,. .•� O O GARAGE RETURN O 11q A 0499 v� FDN PER PLAN PLAN VIEW ELEVATION VIEW A ' da •a � . �4:-••®. d•.. ..�.a ': Wit•.'. ,- ^ r� • f` O ;••• �� SHEATHING FASTENING PORTAL FRAMING ON ��,, .,QR1 •,. '`��� N1H111Ni\j�`�\ JACQUELINE E. ROWLAND, PE A5 PORTAL FRAME ELEVATION- TYPICAL AT EACH END WALL SEGMENT A6 GARAGE DOOR JAMB A7 CALIFORNIA CORNER DETAIL A8 MULTI -PLY STUD CONNECTION FL LICENSE NO. 80499 03-18-2020