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527 Atlantic Beach Ct RES18-0407 DWGS511-03 a CONV FRAME F T30, T32 FOR FALS DORMERS d 4 OFFICE CO HATCH LEGEND 20, 7" 10' 1-1/8" 6 f 1 ? 911-1/81, ra ntea� PPP 1-2002 all "uss 12' 1-1/8" ~< _' 11' 1-1/8" $} u 20, 7" 6 f 1 ? ra ntea� PPP 1-2002 all "uss to to Wa ~< _' $} u he responsi s not Truss Ma ility of the BuildiAiij, fseturer. .:. y 3 a arer's speci cations for all hanger.t� ' F +n un ss noted ot. u be 24" o.c. -J.N.O. mise. i \. ran rs re to be Sim son or equivdlent,'C1N-4 Nails in haj ger connections to a>bgle, ;` c.._ ot. designed A support brick U N >- a a: l: ensi a Feet-Ine s Sixteenths• Notes F.a ek chargel will be accepted by Builders R+h � I 1is s 'ource unless a g ,]cif approved in writing first. jlumber (i;• " 4 is corrosive to truss plate" Ant ACQ.., r that coshes in contact with truss plates _, { ' ,b. b'ed on tails) must have an approvk karrie'r;pphed Q I < < 1&e to BCSIBl Summary Sheet: Guid or han„cjlin 0 11 0t ing and Bracing of lVIetal Plate Connected 1 o � prior to and during truss installaldbn. _ _i aV.' s e responsibility of the Contractor,lq ensure of tllj } +i G C �- t71 p r orientation of the truss placement plan; as ) &r C nstruction documentsiand field conotionsAt u ure orienotion. If a. reversed ontjfl ed 1§ ed, it will�be supplied at. no extr$rBdst bs Bu °' ei Q. i y hst e responsibility of the Contsacto�r ma yj; L C the placement of trusses are adjusted 1rc,lilumb + C- Y. 4; pjapQp . can light., ect..., so the trusses dv of in i t% 1Zh .hese type of items. ..1 ps 133.,77 -, - >c mmon fl'athed roof or floor systems must ©i ed as to NOT impose any loads A'& floor, x.. t- ,_sj 1!35s. s below. The floor trusses have o{t�been TTe's' a i3 M ca ry any additional loAds from above .f _ - s.. use placement plan * not cregf by 1.- Ld t Z i er, but,�ther by th�,$uilders Fu, ours a "T solely �@.� used as an mstallat o d s not require a seal. Complete truss -en analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the - individual truss drawings and truss placement plans for proper orientation and placement. ilders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835.4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621.9831 FAX: 813-628.8956 1z-mHN 1. r-01-uu 12-Oo-00 i 11-11-00 40o-00 DOSTIE HOMES N N V 24 ATLANTIC BEACH COUNTRY ALL FIRST FLOOR EXTERIOR WALLS AND At Y 2ND FLOOR WALLS THAT ALIGN WITH THEM HAVE BEEN HELD IN 1/21, CLUB USE SIMPSON HTU26 FOR TYPICAL SINGLE F LY TRUSS CONNECTIONS UNLESS NOTED OTHERWISE 3536 COASTAL VERNACULAR T55, TF03 = SIMPSON HGUS28-2 — D—Ty— -pr2#. 9/5/18 GP 1505802 MITEK PLATE APPROVAL #'S FL2197-R6, BOISE APPROVAL #'S LVL: FL1644-R4, BCI: FL1392—R4 1519903 Por *- —1505802 MAP SHOWING BOUNDARY, TOPOGRAPHIC SURVEY OF L 0 T 24 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN MAP BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: DOSTIE HOMES Lo N I- O J (8 S4) (a so) 06 N V_ Q 96 �O O ) �! 9 ! N ! r (S°'Ce� rs°' '?i°,y q Z \ r 0, of wq yC' sgCJ J �iQ�. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. \0) (? 34) SOURCE BENCHMARK: NORTH RIM OF MANHOLE rs 5 IN FRONT OF LOT 24 ON 0°<F Ilse ATLANTIC BEACH COURT CH = 43.72' ELEVATION: (9.05) ' R = 50.00' ELEVATIONS SHOWN HEREON A = 45.25' REFER TO NAVD OF 1988 A = 51 51'14" I 156.87' � s 0) I MONUMENT ` � 94) I I (a 44) 4 ` p �\ (VICqN? 4 Q;") T) ` p P. - PERMANENT CONTROL POINT I = IRON R00 P.C. = POINT OF CURVE ` I I (e26 CH - CHORD I A = ARC LENGTH ` ml (8 68) F.P.&L.- FLORIDA POWER h LIGHT ` I (T.P) = TYPICAL p i I I P R =_ PIAT RADIAL LINE i i - CENTER LINE N.T.S. NOT TO SCALE LB = LICENSED BUSINESS R/W = RIGHT -DF -WAY P.I. = POINT OF INTERSECTION ' 6 I (W) � 1 F. B. SKETCH _ (836) $30) i Q 190) / S ) - 9R \ i 41 i G> 769)30 Q 96 �O O ) �! 9 ! N ! r (S°'Ce� rs°' '?i°,y q Z \ r 0, of wq yC' sgCJ J �iQ�. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. \0) (? 34) SOURCE BENCHMARK: NORTH RIM OF MANHOLE CURVE DATA Cl IN FRONT OF LOT 24 ON N62*26'14"W ATLANTIC BEACH COURT CH = 43.72' ELEVATION: (9.05) ' R = 50.00' ELEVATIONS SHOWN HEREON A = 45.25' REFER TO NAVD OF 1988 A = 51 51'14" CURVE DATA C2 NORTH RIM OF MANHOLE 564'39'49"E IN CUL-DE-SAC OF CH = 151.03' ATLANTIC BEACH COURT 0 4"X4" CONCRETE MONUMENT LB 3848 R = 183.00' ELEVATION: (7.59) R = 165.00' A= 02'19'52" A = 156.87' ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 A = 5428'24" DENOTES FOUND 1/2° CURVE DATA C3 O IRON PIPE LB 3848 UNLESS OTHERWISE NOTED N36'15'41 "W DENOTES FOUND CH = 7.44' 0 4"X4" CONCRETE MONUMENT LB 3848 R = 183.00' WM - DENOTES WATER METER A = 7.45' CRB - DENOTES CABLE RISERBOX RWM - DENOTES RECLAIMED WATER METER A= 02'19'52" 3- - DENOTES CONCRETE LIGHT POLE EASEMENT IwnFRr.RnuND ENCROACHMENTS NOT LO THE LOT SHOWN HEREON SHOWNNON FLOODSPECIAL IINSURANCEHAZARD RATE MAP 0406 JAH POR D VALCASE COUNTY, FLORIDA,6F.IR.MDATED INDEX DATE 11-3-18 S8(REVALIDATED 11/3/18) ALL AMERICAN SURVEYORS -9OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 1LICENSEDLANDSINESSNo' _ • I- 4I ALL AMERICAN SURVEYORS OF FLORIDA, INC. THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM 'T-CKNiCAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-f,, FLCRIDA STATUTES. SCALE 1"=20' DATE 11-14-2018 DR. BY DDW SURVEY NOT VALID UNiESS EMBOSSED BY SEAL JAMES D. HARRISON, -JR., -No. 2647 MICHAEL A. GARRETf, No..6643 FI nrmhA _Rs7rISTFRFn SURVEYOR MAPPER DIR. P:\2018 (83200) ORDER N0. 168408-BND-TOPO FILE 85193 Legend F.F.E. FINISH FLOOR ELEVATION COV. = COVERED A/C = AIR CONDITIONER FNP. FOUND I.D. IDENTIFICATION ESM,T EASEMENT p,R.M. = PERMANENT REFERENCE CONC - CONCRETE MONUMENT MON. MONUMENT P,C T, = POINT OF TANGENCY I.P. =IRON PIPE p P. - PERMANENT CONTROL POINT I.R. = IRON R00 P.C. = POINT OF CURVE A DELTA ANGLE p. R.C. POINT OF REVERSE CURVE CH - CHORD P.C.C. = POINT OF COMPOUND CURVE A = ARC LENGTH B.R.L. BUILDING RESTRICTION R - RADIUS F.P.&L.- FLORIDA POWER h LIGHT C) a CALCULATED (T.P) = TYPICAL p = DEED NVD = NATIONAL GEODETIC VERTICAL DATUM P R =_ PIAT RADIAL LINE NOVD = NORTH AMERICAN VERTICAL DATUM i - CENTER LINE N.T.S. NOT TO SCALE LB = LICENSED BUSINESS R/W = RIGHT -DF -WAY P.I. = POINT OF INTERSECTION (A) = ACTUAL EOW = EDGE OF WATER (W) - WITNESS TOB = TOP OF BANK F. B. SKETCH _ D. C. 85193-168408 THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM 'T-CKNiCAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-f,, FLCRIDA STATUTES. SCALE 1"=20' DATE 11-14-2018 DR. BY DDW SURVEY NOT VALID UNiESS EMBOSSED BY SEAL JAMES D. HARRISON, -JR., -No. 2647 MICHAEL A. GARRETf, No..6643 FI nrmhA _Rs7rISTFRFn SURVEYOR MAPPER DIR. P:\2018 (83200) ORDER N0. 168408-BND-TOPO FILE 85193 c Z J L co Z3 U Cu c N cu O Cu 2 0 s c0 M M Cu N J 0 00 0 C 0 U U) C 0 U 0 0) Y Z' Optional Balcony Electrical 1i4" EQUALS 1'-0" OUTLINE OF FIRST FLOOK 6ELOW F I I I PERMIT SET. FLORIDA BUILDING CODE 2017 6TH EDITION 20-NOV-2018 ' FLOODS M \ / ADDED 3 WPIGEI OUTLETS T \ I I WP ((� 0 11 >P I I t t PER CITY COMMENTS \ ( I —V�FI J1GFr�' Lv GF1� I I , 27-D C-2918 — — \ . t ALL 6EDKOON5 TO NAVE ARC I FAULT PROTECTION \ - �� �ELOODS j \ #5 RCBAK IN PVC SLEEVE EOR AROUND KOD (ACCESS COVEK IN GAKAQE) First Floor Electrical Plan 1/4" rQUALS 1'-0- m ELECTNCL LEGEND K- WALL LIGHT FIXTURE (Ol FECCE55EP CEILING LIGHT FIXTURE SINGLE SWITCH ® SMAKEFS CEILING MOUNT s 5 -WAY SWITCH �WP WATER PROOF OUTLET ® Si'EAKERS WALL MOUNT Q SMOKE DETCOF 4 � 4 -WAY SWITCH 1 FL00OUTLET ■ V SPEAKEF CONTFOL TELEPHONE JACK PREWIRE & BFACE FOD FAN FECEFTACLE OUTLET�� SWITCH ONE LEG UNDEF COUNTED LIGHTING TRIM (1)PHONE (1)CABLE (Q1 1?ECESSED EYE LIGHT � H13- BUYEF LOCATED HOSE BIB i� CABLE OUTLET L — — FLOUFESCENT LIGHT 0 WALL OUTLETrow - iHI GAS GAS STU5 QF EXHAUST FAN ® 220 WALL OUTLET FA /LIGHT COMBO. D SMOKE ANP CAFBON MONOXIDE DETECTOR FLOOD LIC-HTs 5UFFACE MOUNT CEILING LIGHT FIXTURE DOOFBELL ELECTRICAL NOTES; ALL OUTLETS SHALL BE AFCI OUTLETS UNLESS THEY ARE GFCI OUTLETS. THE FIRST SWITCH IN ALL BATHROOMS SHALL BE TO VANITY LIGHTS. #5 REAR IN PVC SLEEVE EOR AROUND ROD (ACCESS COVER IN GAKAQE) OFFICE COP) PEVISION aPMA 71 SIG ED SMOKE DECTECTORS AND CARBON MONOXIDE DETECTOR AS REQUIRED PER BUILDING CODE. LIGHTING SHALL BE 100% HIGH-EFFICANCY (CFL OR LED) LAMPS IN PERMANENTLY INSTALLED FIXTURES,." LOW VOLTAGE APPLICATIONS EXCEPTED. COPYRIGHT 2015 DOSTIE HOMES, LLC REVISIONS: r �y w W o 0 _ z w p Z t a� w 0 ¢ w w z v¢ipz1: 0 W Z � Q I•Z- ? _WIx � aOow UO-w�F=O¢w E O= O � J M J j_ W W a < O co L- ¢ l� o. W 0 Z¢F-- J r� ocncnwww0= LJ ¢�wOOza0 Uwv)z0> z W� p j- U 0 o w -<J 0cnHUW UI— W Z W¢ F—F� D ¢�U�HF-U O O W J W O R W W r 1 =0 W a O E- � a = IA rs D N (y)4- NQN0) 00Md)� � ���00 U) LL. ZJ��U 0�'Z..m —1Z0 002LL. �..NCL �d THOREAU 3536 1 COASTAL VERNACULAR 1 DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN TOHN FORBESS PLAN NO. E-1 OF N CL z 0- L) Cu c N Cu 0 Cu a) O M M ca N J m C c 0 U L C O U 0 Y rA Optiona Balcony 114" EQUALS T-0" OUTLINE Or FIRST FLOOR 6EL9W F i I i Electrical PERMIT SET. FLORIDA BUILDING CODE 2017 6TH EDITION 20-NOV-2018 FLOODS F- — — — — — — — — — — — — — — -� oo ALL BEDR .. M5 / \ TO NAVE ARC FAULT PROTECTION FLOODS #5 RE6AK IN P`'C SLEEVE FOR GROUND ROD (ACCESS COVER IN QARAQE) First Floor Electrical Plan 114" rQUALS T-0" #5 KMAR IN PVC SLEEVE FOR QKOUND ROD (ACCESS COVER IN GARAQb EECFFICAL LEGEN D WALL LIGHT>=IXTUFE (Ol 12.ECCE55ED CEILING LIGHT FIXTURE � SINGLE SWITCH ® 5('EAKEIZS CEILING MOUNT 3 3 -WAY SWITCH Wi' WATER PROOF OUTLET O SMOKE DETECTOR ® SPEAKERS WALL MOUNT 4 � 4 -WAY SWITCH FE-)] FLOOR OUTLET ■ v SPEAKER CONTROL 110. TELEPHONE JACK PREWIRE & BRACE FOR FAN RECEPTACLE OUTLET SWITCH ONE LEGTRIM UNDER COUNTER LIGHTING pp�� R> (1)I'HONE (1)CABLE (Q�-1/ RECESSED EYE LIGHT --* H.B. BUYER LOCATED HOSE BIBLE CABOUTLET _ �o� Lo -J FLOURE5CENT LIGHT WALL OUTLET --H$ GAS GAS STUB Q EXHAUST FAN ® 220 WALL OUTLET FAN/LIGHT COMBO.SMOKE 51CS AND CARBON MONOXIDE DETECTOR FLOOD LIC+iT SURFACE MOUNT CEILING LIGHT FIXTURE Cl DOORBELL ELECTRICAL NOTES: ALL OUTLETS SHALL BE AFCI OUTLETS UNLESS THEY ARE GFCI OUTLETS. THE FIRST SWITCH IN ALL BATHROOMS SHALL BE TO VANITY LIGHTS. SMOKE DECTECTORS AND CARBON MONOXIDE DETECTOR AS REQUIRED PER BUILDING CODE. CL LIGHTING SHALL BE 100% HIGH-EFFICANCY (CFL OR LED) LAMPS IN PERMANENTLY INSTALLED FIXTURES. 0 LOW VOLTAGE APPLICATIONS EXCEPTED. V W U U. L- PYRIGHT 2015 DOSTIE HOMES, LLC REVISIONS: w w 0 0 = w ioLL a w p0 ¢ m w w m 0 Z¢wIw=�-j v Z �Oz=F- i-O_P �_w 0 . z �,. J O H a z 0 wD Q W w O= z w Uaw� ~OQv� V H a w dwOZQF-- J z cn>w¢�z=w r� o�ncq�ww0= v z J O O Z a~ `�Uwcnz0}� z w F- p � z H o 0 U W U F W Q 2 V O U O wWOwOt'Wm )m 1=-0 ww� Of cf) C a fs E- N �N Om " UadNN 00_0)N'q < is 'd' m_hIs (q0D "LLpLnN W tl YJW�m OZ Z U OO=LL. q- (L anU THOREAU 35361 ' COASTAL VERNACULAR I DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. E-1 OF c CL Q J LL ry W 0 U w U) U m Q N O J i t� N J m cn O U) c- 0 U L cn r- 0 0 L O U) 0) C Y �u FIRE BLOCKING BETWEEN TRUSSES WITH TWO-INCH NOMINAL LUMBER FROM TOP PLATE TO UNDERSIDE OF ROOF DECKING. SLOPE CUT THE TOP OF THE BLOCKING TO MATCH THE ROOF SLOPE. i I wl Z �t F -I W, HARDIE FACIA OVER__x< OI 2X6 SUBFASCIA C- HARDIE SOFFIT i I I OVERHANG PER ELEVATION I I hrTWFFN 2' AND 5' °F PKOPLKTY LINE SEE ELEV. S REFERENCE ROOF PLAN FOR LOCATIONS OF OVERHANG FIRE BLOCKING AS REQUIRED. OVERHANGS SHALL BE FIRE BLOCKED BETWEEN THE TRUSS BAYS WHEN LOCATED BETWEEN 2' AND 5' OF THE PROPERTY LINE. ROOF TRUSSES PER TRUSS ENG. 2X WALL PER PLAN SCALE: FIRE BLOCKING AT OVERHANG N.T.S. EXTERIOR ROOFING MATERIAL - SEE ELEVATIONS FOR TYPE SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION 7/16" APA RATED SHEATHING, — SEE STRUCTURAL ENGINEERING PRE -ENG. ROOF TRUSSES —� @ 24" O.C., PER TRUSS MFR. EAVE DRIP, VALLEY AND EDGE FLASHING SHALL BE 26 GA. METAL SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION HARDIE FACIA OVER--'� 2X6 SUBFASCIA HARDIE BOARD — SOFFIT MATERIAL I WINDOW TRIM PER ELEVATIONS SEE FLOOR PLAN FOR WINDOW SIZE SEE DETAILS FOR WATERPROOFING 7/16" APA RATED SHEATHING W/ WEATHER RESISTANT BARRIER SEE STRUCTURAL ENGINEERING SIDING INSTALLED PER MFR. SPEC. EXTERIOR SHEATHING TO BE - FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING STARTER STRIP FOR SIDING —� APPLY LIGHT COAT OF STUCCO TO FILL VOIDS AND HONEYCOMBS FINISH GRADE A W /) TYPICAL OVERHANG EE ELEV. OI ROOF PLAN co `-7L FRAME WALL SECTION WITH SIDING SEE ELEV. S INSULATION PER ENERGY CALCULATIONS DOUBLE 2X TOP PLATE S.Y.P. #2 VAPOR BARRIER ABOVE SOFFIT WINDOW HEADER SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA 1X WOOD SILL W/ CASING UNDER INSULATION PER ENERGY CALCULATIONS 2X STUDS @ 16" O.C. SEE FLOOR PLAN P.T. 2X BOTTOM PLATE 0'-0" FIN. FLR. MAIN HOUSE / NOTE: SEE STRUCTURAL ENGINEERING FOR FOUNDATION TYPE AND FOOTING SPECIFICATIONS. SCALE: N.T.S. WRAP WRB INTO OPENING REMOVE BOTTOM -� �--- MODIFIED "I" TEMPORARLY TAPE UP TOP FLAP INSTALL VULKUM ATTHRESHHOLD APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL WRB FLAP CUT IN WRB PER MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. 1. CUT THE BUILDING PAPER ATA 45° ANGLE TO A POINT 9" UP SEAL THE WINDOW INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH OPENBING. THIS WILL MAKE A "FLAP" THAT WILL BE USED TO APPLY A 3/8" NOM, COVER THE HEAD FLASHING IN STEP #6. PLUMB AND SQUARE DOOR IN OPENING. OPENING. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. 2. INSTALL SILL FLASHING 4" BEYOND THE ROUGH OPENING EXTERIOR DOOR FLASHING JAMB. APPLY 3. APPLYA CONTINUOUS BEAD OF SEALANT ON THE BACK OF SCALE: N.T.S. THE WINDOW FLANGE PROVIDE (2) 2" GAPS IN SEALANT FOR THE EACH SIDE OF BOTTOM. INSTALL THE WINDOW ACCORDING TO BOTTOM FLANGE N SEE ELEV. I / FIBERGLASS SHINGLES 2" PER SPEC. KICK -OUT BRG. HT. PER PLAN I_F ME I AL DRIP EDGE 2X6 FASCIA Wt ALUMINUM WRAP HOLD BACK FASCIA AND DRIP EDGE 2" FROM FACE OF WALL OUTSIDE FACE OF EXTERIOR WALL EXTERIOR FINISH PER PLAN EXTERIOR WALL SHEATHING (WRB) WEATHER RESISTANT BARRIER STUCCO LATHE 3 COAT STUCCO SYSTEM 5X5 FLASHING W/ KICK -OUT G TO SHED WATER AWAY FROM HOUSE WRB OVERLAPS THE 5X5 FLASHING ROOF SHEATHING I METAL DRIP EDGE 2X6 FASCIA W/ ALUMINUM WRAP WALLAND ROOF INTERSECTION FLASHING v � FOUNDATION WEEP SCREED WITH FOUNDATION SYNTHETIC STONE EXTENDED LEG SHALL BE USED WEEP SCREED VENEER WHEN THE BOTTOM OF THE WOOD STRUCTURAL PANEL IS EXPOSED. WEATHER RESISTANT BARRIER (W.R.B.) 2 X WALL PER PLAN PAPER BACKED STUCCO LATHE FASTEN AT 7" O.C. W/MIN. 3/4" PENETRATION IN TO FRAMING MEMBERS 7/16" APA RATED SHEATHING SEE STRUCTURAL ENGINEERING0011- 3/8" STUCCO SCRATCH COAT 3/8" STUCCO BROWN COAT EXTERIOR SHEATHING TO BE MOTAR PER MFR. SPEC. FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING SYNTHETIC STONE VENEER SILL PLATE FOUNDATION WEEP SCREED, SURFACE SHALL NOT BE BLOCKED WITH FINISH MATERIAL z_ FIN. GRADE FOUNDATION PER STRUCTURAL ENGINEER NOTE: IF PAPER BACKED LATHE IS U - TWO LAYERS OF W.R.B. ARE REQUIRED TO ACHIEVE BOND BREAK BETWEEN FIRST W.R.B. AND LATHE. SCALE: STONE VENEER FLASHING N.T.S. OUTSIDE FACE i OF EXTERIOR WALL SCALE: N.T.S. FOUNDATION WEEP SCREED WITH FOUNDATION EXTENDED LEG SHALL BE USED WEEP SCREED WHEN THE BOTTOM OF THE WOOD STRUCTURAL PANEL IS EXPOSED. WEATHER RESISTANT BARRIER (W.R.B.) 2 X WALL PER PLAN PAPER BACKED STUCCO LATHE FASTEN AT 7" O.C. W/MIN. 3/4" 7/16" APA RATED SHEATHING PFNETRATION IN TO FRAMING MI MBERS SEE STRUCTURAL ENGINEERING EXTERIOR SHEATHING TO BE 7/11" STUCCO, 3 COAT SYSTEM FLUSH WITH THE EDGE OF THE 3/11" SCRATCH COAT FOUNDATION, 1/4" GAP BETWEEN 3/8" BROWN COAT FOUNDATION AND SHEATHING 1/8" FINISH COAT SILL PLATE FOUNDATION WEEP SCREED, SURFACE SHALL NOT BE BLOCKED WITH FINISH MATERIAL _z FIN. GRADE FOUNDATION PER STRUCTURAL ENGINEER NOTE: IF PAPER BACKED LATHE IS N J, TWO LAYERS OF W.R.B. ARE REQUIRED TO ACHIEVE BOND BREAK BETWEEN FIRST W.R.B. AND LATHE. SCALE: STUCCO FLASHING N.T.S. WEATHER RESISTANT BARRIER B OVERLAPS THE 5X5 FLASHING. CUT AND FOLD 5X5 FLASHING / TO FORM KICK -OUT AS TO SHED WATER AWAY FROM THE HOUSE. SEE ELEV. FIBERGLASS SHINGLES +12 PER. SPEC. BRG. HT. PER PLAN +0" 5X5 FLASHING +16" W/ KICK -OUT METAL DRIP EDGE TO SHED WATER 2X6 FASCIA W/ V-4" V-4" ALUMINUM WRAP 2' EXTERIOR FINISH PER PLAN SCALE: GABLE HIP RETURN FLASHING N.T.S. 1 PIECE MID -WALL WEEP SCREED FOR MULTISTORY FRAME & MASONRY CONSTRUCTION FEMALE EXPANSION COMPONET 1/2" MAX. REVEAL MALE EXPANSION COMPONET 2 PIECE MID -WALL WEEP SCREED FOR MULTISTORY FRAME CONSTRUCTION WEATHER RESISTANT BARRIER (W.R.B.) PAPER BACKED STUCCO LATHE FASTEN AT 7" O.C. W/MIN. 3/4" PENETRATION IN TO FRAMING MEMBERS 7/8" STUCCO, 3 COAT SYSTEM 3/8" SCRATCH COAT 3/8" BROWN COAT 1/8" FINISH COAT MID -WALL WEEP SCREED WITH BACKER ROD AND SEALANT AT REVEAL BACKER ROD "HOUR GLASS" SHAPE SEALANT SCALE: MID -WALL WEEP SCREED N.T.S. FLASHING. 9 7. APPLY WEATHER RESISTANT TAPE OVER THE 45° ANGLE CUT A IN THE BUILDING PAPER. / SECTION A THRnl 1(;H WINNnW.IAMR I / StF1LHiV I WEATHER RESISTANT 1✓/ SEALANT BEAD BEHIND MOUNTING BARRIER (WRB) FLANGE. ATA45 DEGREE ANGLE, CAREFULLY SHIM AND ADJUST WINDOW CUT THE TO ACHIEVE SQUARE, PLUMB, AND LEVEL BARRIER ON A - BARRIEAL. GENTLY CONDITION. USE CORROSION DIAGONRAISE THE RESISTANT FASTENERS. WRB FLASHING FASTEN WINDOWS PER TOP EDGE OF THE SEALANT BEAD BARRIER UP AND TAPE WINDOW MANUFACTURER BETWEEN THE SPECIFICATIONS. FLASHING AND TOP CORNERS AND MOUNTING CENTER TO THE INTERIOR VIEW TOP LEFT FLANGE. EXTERIOR CORNER OF WINDOW WRB SURFACE ABOVE. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. WINDOW INSTALLATION METHOD "A-1" SCALE: N.T.S. (3) RIDGE FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO 6 THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF 7 UNDERLAYMENT OVERLAPPING THE RIDGE. 5 METAL DRIP EDGE 5 X 5 ANGLE FLASHING "Z" FLASHING O26 GA. GALVANIZED O 26 GA. GALVANIZED O7 29 GA. GALVANIZED (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) O DRIP EDGE FLASHING: O HIP FLASHING: O BASE AND COUNTER FLASHING: O FIBER CEMENT SIDING FLASHING: 3 4 DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED THE UNDERLAYMENT SHALL BE INSTALLED IN WATER ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL SHEDING FASHION. AT THE HIP LINE FOLD THE BASE AND COUNTER FLASHING SHALL BE INSTALLED IN PANEL SIDING: EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A UNDERLAYMENT OVER THE HIP AND MECHANICALLY ACCORDANCE WITH MANUFACTURER'S INSTALLATION PANELS SHALL BE INSTALLED WITH THE LONG MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING INSTRUCTIONS, OR A CONTINUOUS METAL "L" FLASHING DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE SIDE OF THE ROOF. REPEAT PROCEDURE FOR SHALL BE SET IN APPROVED FLASHING CEMENT AND SET SHALL OCCUR OVER FRAMING MEMBERS AND SHALL INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OPPOSING SIDE OF ROOF. WHEN COMPLETED FLUSH TO BASE OF WALL AND OVER THE BE SEALED WITH CAULKING OR COVERED WITH 2 OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF THERE WILL BE TWO LAYERS OF UNDERLAYMENT UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. OVERLAPPING THE HIP. METAL FLANGES SHALL BE FASTENED 6" ON CENTER WITH "Z -FLASHING" AND BLOCKED WITH SOLID WITH APPROVED FASTENERS. ALL LAPS SHALL BE A WOOD FRAMING. MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING O VALLEY FLASHING: CEMENT. FLASHING SHALL START AT THE LOWER HORIZONTAL LAP SIDING: PORTION OF ROOF TO ENSURE WATER-SHEADING LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF 1/4" AND SHALL HAVE THE ENDS SEALED WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFOREO CRICKETS AND SADDLES FLASHING: THE HORIZONTAL FLANGE SHALL BE SEALED COVERING CAULKING, COVERED WITH AN H -SECTION JOINT APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING ALL NAIL PENETRATIONS WITH APPROVED FLASHING COVER, OR LOCATED OVER A STRIP OF FLASHING. 1 TYPES SHALL BE PERMITTED: A CRICKET OR SADDLE SHALL BE INSTALLED ON CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP LAP SIDING COURSES MAY BE INSTALLED WITH THE THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN THE HORIZONTAL FLANGE AND SHALL BE SET IN FASTENER HEADS EXPOSED OR CONCEALED, 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL APPROVED FLASHING CEMENT. ACCORDING TO APPROVED MANUFACTURER'S O METAL, THE VALLEY LINING SHALL BE AT LEAST 16" WIDE BE SHEET METAL OR OF THE SAME MATERIAL AS INSTALLATION INSTRUCTIONS. AND OF ANY OF CORROSION -RESISTANT METAL. THE ROOF COVERING: BASE FLASHING SHALL BE OF EITHER CORRISION- (J RESISTANT METAL OR MINERAL SURFACE ROOL 1 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF THE RIDGE AND VALLEY FLASHING OF CRICKETS OR ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 ' MINERAL SURFACE ROLL ROOFING, SHALL BE PERMITTED. SADDLES SHALL BE THE SAME AS THE RIDGE AND SQUARE FEET. COUNTER FLASHING SHALL BE THE BOTTOM LAYER SHALL BE 18" AND THE TOP LAYER A VALLEY FLASHING ON THE MAIN ROOF. CORROSION -RESISTANT METAL MINIMUM OF 36" WIDE. ILL Ll - 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SCALE: SHINGLES), THE VALLEY LINING SHALL BE AT LEAST 16" WIDE HING AND OF ANY OF CORROSION -RESISTANT METAL. ROOF FLA S N.T.S. OPYRIGHT 20I 7 DOSTIE HOMES, LLC REVISIONS: r � w w 0 00 = �1-❑LLEU) z w O Z W w w 0 Q w w z ~ ❑ � m Z wO Q � j = � w Q W w O S 0 Z l— Ua,wo~O�� wLLw wwOz<D- aLo-Q = cn>w<coZmW 0 0w ofu.w0= x zwF-o°-°°moo d ❑Z w Q o_ D ow0 0 nW = 0 = w d O �u) a_w IY 2 Lo WINDOW INSTALLATION METHOD "A-1" WIND SCREEN WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. o U) Q N N FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. pp0)Nl1 PER SPEC. REAR PORCH: HRONT PORCH: GAKACIE: BALCONY: 1. CUT THE BUILDING PAPER ATA 45° ANGLE TO A POINT 9" UP SEAL THE WINDOW AND 9" OUT FROM THE UPPER CORNERS OF THE ROUGH METAL SPARK OPENBING. THIS WILL MAKE A "FLAP" THAT WILL BE USED TO APPLY A 3/8" NOM, COVER THE HEAD FLASHING IN STEP #6. �, ARESTORR 2. INSTALL SILL FLASHING 4" BEYOND THE ROUGH OPENING (2) #8X1" SCREWS ON EACH SIDE. FLANGE HEAD AND JAMB. APPLY 3. APPLYA CONTINUOUS BEAD OF SEALANT ON THE BACK OF r� THE WINDOW FLANGE PROVIDE (2) 2" GAPS IN SEALANT FOR THE EACH SIDE OF BOTTOM. INSTALL THE WINDOW ACCORDING TO BOTTOM FLANGE N LEAVING (2) 2" GAPS. AT HEAD I� 4. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH CORNER EACH SIDE. EXTEND THE JAMB FLASHING 4" ABOVE THE ROUGH o OPENING AND 8" BELOW THE ROUGH OPENING. 5. INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. EXTEND THE HEAD FLASHING 1" JAMB FLASHING. (16 TOTAL) 6 ALLOW THE BUILDING PAPER "FLAP" TO DRAPE OVER THE HEAD F- w= 10'-0" EXTERIOR FINISH 2X4 PINE W/ PER PLAN ALUM WRAP 2 2 2X4 #2 SPF 5/16" HARDI PANEL 3 PLY CORNERS z g W/ 8d. NAILS 6"/6„ & 16" O.C. O.C. OVER HOUSE CRICKET :�� WRAP (WRB) AS REQ'D. OR 3 COAT STUCCO SYSTEM OVER 7/16" APA RATED SHEATHING W/ 8d. 2X6 #2 SPF NAILS 6"/12" O.C. OVER HOUSE WRAP (WRB) CHIMNEY HEIGHT REQUIREMENTS CHIMNEY FLUE CHIMNEYS SHALL EXTEND AT LEAST 2 FEET 2X4 #2 SPF HIGHER THAN ANY PORTION OF A BUILDING 00 WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 2X4 #2 SPF VALLEY FLASHING 3 FEET ABOVE THE HIGHEST POINT WHERE 3 PLY CORNERS THE CHIMNEY PASSES THROUGH THE ROOF. & 16" O.C. 5X5 FLASHING UNDER HOUSE WRAP (WRB) @ 5X5 FLASHING CHIMNEY & CRICKET UNDER HOUSE WRAP (WRB) MSTA18 W/14 10d. NAILS @ EACH CORNER TO BLOCKING (2) 2X SYP BLOCKING W/4 .131X3" NAILS EACH END SCALE: CHIMNEY FRAMING & FLASHING N.T.S. FLASHING. 9 7. APPLY WEATHER RESISTANT TAPE OVER THE 45° ANGLE CUT A IN THE BUILDING PAPER. / SECTION A THRnl 1(;H WINNnW.IAMR I / StF1LHiV I WEATHER RESISTANT 1✓/ SEALANT BEAD BEHIND MOUNTING BARRIER (WRB) FLANGE. ATA45 DEGREE ANGLE, CAREFULLY SHIM AND ADJUST WINDOW CUT THE TO ACHIEVE SQUARE, PLUMB, AND LEVEL BARRIER ON A - BARRIEAL. GENTLY CONDITION. USE CORROSION DIAGONRAISE THE RESISTANT FASTENERS. WRB FLASHING FASTEN WINDOWS PER TOP EDGE OF THE SEALANT BEAD BARRIER UP AND TAPE WINDOW MANUFACTURER BETWEEN THE SPECIFICATIONS. FLASHING AND TOP CORNERS AND MOUNTING CENTER TO THE INTERIOR VIEW TOP LEFT FLANGE. EXTERIOR CORNER OF WINDOW WRB SURFACE ABOVE. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. WINDOW INSTALLATION METHOD "A-1" SCALE: N.T.S. (3) RIDGE FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO 6 THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF 7 UNDERLAYMENT OVERLAPPING THE RIDGE. 5 METAL DRIP EDGE 5 X 5 ANGLE FLASHING "Z" FLASHING O26 GA. GALVANIZED O 26 GA. GALVANIZED O7 29 GA. GALVANIZED (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) O DRIP EDGE FLASHING: O HIP FLASHING: O BASE AND COUNTER FLASHING: O FIBER CEMENT SIDING FLASHING: 3 4 DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED THE UNDERLAYMENT SHALL BE INSTALLED IN WATER ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL SHEDING FASHION. AT THE HIP LINE FOLD THE BASE AND COUNTER FLASHING SHALL BE INSTALLED IN PANEL SIDING: EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A UNDERLAYMENT OVER THE HIP AND MECHANICALLY ACCORDANCE WITH MANUFACTURER'S INSTALLATION PANELS SHALL BE INSTALLED WITH THE LONG MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING INSTRUCTIONS, OR A CONTINUOUS METAL "L" FLASHING DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE SIDE OF THE ROOF. REPEAT PROCEDURE FOR SHALL BE SET IN APPROVED FLASHING CEMENT AND SET SHALL OCCUR OVER FRAMING MEMBERS AND SHALL INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OPPOSING SIDE OF ROOF. WHEN COMPLETED FLUSH TO BASE OF WALL AND OVER THE BE SEALED WITH CAULKING OR COVERED WITH 2 OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF THERE WILL BE TWO LAYERS OF UNDERLAYMENT UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. OVERLAPPING THE HIP. METAL FLANGES SHALL BE FASTENED 6" ON CENTER WITH "Z -FLASHING" AND BLOCKED WITH SOLID WITH APPROVED FASTENERS. ALL LAPS SHALL BE A WOOD FRAMING. MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING O VALLEY FLASHING: CEMENT. FLASHING SHALL START AT THE LOWER HORIZONTAL LAP SIDING: PORTION OF ROOF TO ENSURE WATER-SHEADING LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF 1/4" AND SHALL HAVE THE ENDS SEALED WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFOREO CRICKETS AND SADDLES FLASHING: THE HORIZONTAL FLANGE SHALL BE SEALED COVERING CAULKING, COVERED WITH AN H -SECTION JOINT APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING ALL NAIL PENETRATIONS WITH APPROVED FLASHING COVER, OR LOCATED OVER A STRIP OF FLASHING. 1 TYPES SHALL BE PERMITTED: A CRICKET OR SADDLE SHALL BE INSTALLED ON CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP LAP SIDING COURSES MAY BE INSTALLED WITH THE THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN THE HORIZONTAL FLANGE AND SHALL BE SET IN FASTENER HEADS EXPOSED OR CONCEALED, 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL APPROVED FLASHING CEMENT. ACCORDING TO APPROVED MANUFACTURER'S O METAL, THE VALLEY LINING SHALL BE AT LEAST 16" WIDE BE SHEET METAL OR OF THE SAME MATERIAL AS INSTALLATION INSTRUCTIONS. AND OF ANY OF CORROSION -RESISTANT METAL. THE ROOF COVERING: BASE FLASHING SHALL BE OF EITHER CORRISION- (J RESISTANT METAL OR MINERAL SURFACE ROOL 1 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF THE RIDGE AND VALLEY FLASHING OF CRICKETS OR ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 ' MINERAL SURFACE ROLL ROOFING, SHALL BE PERMITTED. SADDLES SHALL BE THE SAME AS THE RIDGE AND SQUARE FEET. COUNTER FLASHING SHALL BE THE BOTTOM LAYER SHALL BE 18" AND THE TOP LAYER A VALLEY FLASHING ON THE MAIN ROOF. CORROSION -RESISTANT METAL MINIMUM OF 36" WIDE. ILL Ll - 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SCALE: SHINGLES), THE VALLEY LINING SHALL BE AT LEAST 16" WIDE HING AND OF ANY OF CORROSION -RESISTANT METAL. ROOF FLA S N.T.S. OPYRIGHT 20I 7 DOSTIE HOMES, LLC REVISIONS: r � w w 0 00 = �1-❑LLEU) z w O Z W w w 0 Q w w z ~ ❑ � m Z wO Q � j = � w Q W w O S 0 Z l— Ua,wo~O�� wLLw wwOz<D- aLo-Q = cn>w<coZmW 0 0w ofu.w0= x zwF-o°-°°moo d ❑Z w Q o_ D ow0 0 nW = 0 = w d O �u) a_w IY 2 Lo WINDOW INSTALLATION METHOD "A-1" F- N WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. o U) Q N N FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. pp0)Nl1 INSTALLATION STEPS: REAR PORCH: HRONT PORCH: GAKACIE: BALCONY: 1. CUT THE BUILDING PAPER ATA 45° ANGLE TO A POINT 9" UP SEAL THE WINDOW AND 9" OUT FROM THE UPPER CORNERS OF THE ROUGH FRAME TO OPENING. OPENBING. THIS WILL MAKE A "FLAP" THAT WILL BE USED TO APPLY A 3/8" NOM, COVER THE HEAD FLASHING IN STEP #6. DIA. BEAD TO THE BACKSIDE (INTERIOR) 2. INSTALL SILL FLASHING 4" BEYOND THE ROUGH OPENING OF THE WINDOW ON EACH SIDE. FLANGE HEAD AND JAMB. APPLY 3. APPLYA CONTINUOUS BEAD OF SEALANT ON THE BACK OF DISCONTINUOUS THE WINDOW FLANGE PROVIDE (2) 2" GAPS IN SEALANT FOR THE BEAD TO THE BOTTOM. INSTALL THE WINDOW ACCORDING TO BOTTOM FLANGE SECURE WRB THE MANUFACTURERS SPECIFICATIONS. LEAVING (2) 2" GAPS. AT HEAD 4. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON ' EACH SIDE. EXTEND THE JAMB FLASHING 4" ABOVE THE ROUGH OPENING AND 8" BELOW THE ROUGH OPENING. 5. INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. EXTEND THE HEAD FLASHING 1" JAMB FLASHING. 6 ALLOW THE BUILDING PAPER "FLAP" TO DRAPE OVER THE HEAD FLASHING. 9 7. APPLY WEATHER RESISTANT TAPE OVER THE 45° ANGLE CUT A IN THE BUILDING PAPER. / SECTION A THRnl 1(;H WINNnW.IAMR I / StF1LHiV I WEATHER RESISTANT 1✓/ SEALANT BEAD BEHIND MOUNTING BARRIER (WRB) FLANGE. ATA45 DEGREE ANGLE, CAREFULLY SHIM AND ADJUST WINDOW CUT THE TO ACHIEVE SQUARE, PLUMB, AND LEVEL BARRIER ON A - BARRIEAL. GENTLY CONDITION. USE CORROSION DIAGONRAISE THE RESISTANT FASTENERS. WRB FLASHING FASTEN WINDOWS PER TOP EDGE OF THE SEALANT BEAD BARRIER UP AND TAPE WINDOW MANUFACTURER BETWEEN THE SPECIFICATIONS. FLASHING AND TOP CORNERS AND MOUNTING CENTER TO THE INTERIOR VIEW TOP LEFT FLANGE. EXTERIOR CORNER OF WINDOW WRB SURFACE ABOVE. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. WINDOW INSTALLATION METHOD "A-1" SCALE: N.T.S. (3) RIDGE FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO 6 THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF 7 UNDERLAYMENT OVERLAPPING THE RIDGE. 5 METAL DRIP EDGE 5 X 5 ANGLE FLASHING "Z" FLASHING O26 GA. GALVANIZED O 26 GA. GALVANIZED O7 29 GA. GALVANIZED (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) O DRIP EDGE FLASHING: O HIP FLASHING: O BASE AND COUNTER FLASHING: O FIBER CEMENT SIDING FLASHING: 3 4 DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED THE UNDERLAYMENT SHALL BE INSTALLED IN WATER ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL SHEDING FASHION. AT THE HIP LINE FOLD THE BASE AND COUNTER FLASHING SHALL BE INSTALLED IN PANEL SIDING: EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A UNDERLAYMENT OVER THE HIP AND MECHANICALLY ACCORDANCE WITH MANUFACTURER'S INSTALLATION PANELS SHALL BE INSTALLED WITH THE LONG MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING INSTRUCTIONS, OR A CONTINUOUS METAL "L" FLASHING DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE SIDE OF THE ROOF. REPEAT PROCEDURE FOR SHALL BE SET IN APPROVED FLASHING CEMENT AND SET SHALL OCCUR OVER FRAMING MEMBERS AND SHALL INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OPPOSING SIDE OF ROOF. WHEN COMPLETED FLUSH TO BASE OF WALL AND OVER THE BE SEALED WITH CAULKING OR COVERED WITH 2 OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF THERE WILL BE TWO LAYERS OF UNDERLAYMENT UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. OVERLAPPING THE HIP. METAL FLANGES SHALL BE FASTENED 6" ON CENTER WITH "Z -FLASHING" AND BLOCKED WITH SOLID WITH APPROVED FASTENERS. ALL LAPS SHALL BE A WOOD FRAMING. MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING O VALLEY FLASHING: CEMENT. FLASHING SHALL START AT THE LOWER HORIZONTAL LAP SIDING: PORTION OF ROOF TO ENSURE WATER-SHEADING LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF 1/4" AND SHALL HAVE THE ENDS SEALED WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFOREO CRICKETS AND SADDLES FLASHING: THE HORIZONTAL FLANGE SHALL BE SEALED COVERING CAULKING, COVERED WITH AN H -SECTION JOINT APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING ALL NAIL PENETRATIONS WITH APPROVED FLASHING COVER, OR LOCATED OVER A STRIP OF FLASHING. 1 TYPES SHALL BE PERMITTED: A CRICKET OR SADDLE SHALL BE INSTALLED ON CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP LAP SIDING COURSES MAY BE INSTALLED WITH THE THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN THE HORIZONTAL FLANGE AND SHALL BE SET IN FASTENER HEADS EXPOSED OR CONCEALED, 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL APPROVED FLASHING CEMENT. ACCORDING TO APPROVED MANUFACTURER'S O METAL, THE VALLEY LINING SHALL BE AT LEAST 16" WIDE BE SHEET METAL OR OF THE SAME MATERIAL AS INSTALLATION INSTRUCTIONS. AND OF ANY OF CORROSION -RESISTANT METAL. THE ROOF COVERING: BASE FLASHING SHALL BE OF EITHER CORRISION- (J RESISTANT METAL OR MINERAL SURFACE ROOL 1 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF THE RIDGE AND VALLEY FLASHING OF CRICKETS OR ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 ' MINERAL SURFACE ROLL ROOFING, SHALL BE PERMITTED. SADDLES SHALL BE THE SAME AS THE RIDGE AND SQUARE FEET. COUNTER FLASHING SHALL BE THE BOTTOM LAYER SHALL BE 18" AND THE TOP LAYER A VALLEY FLASHING ON THE MAIN ROOF. CORROSION -RESISTANT METAL MINIMUM OF 36" WIDE. ILL Ll - 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SCALE: SHINGLES), THE VALLEY LINING SHALL BE AT LEAST 16" WIDE HING AND OF ANY OF CORROSION -RESISTANT METAL. ROOF FLA S N.T.S. OPYRIGHT 20I 7 DOSTIE HOMES, LLC REVISIONS: r � w w 0 00 = �1-❑LLEU) z w O Z W w w 0 Q w w z ~ ❑ � m Z wO Q � j = � w Q W w O S 0 Z l— Ua,wo~O�� wLLw wwOz<D- aLo-Q = cn>w<coZmW 0 0w ofu.w0= x zwF-o°-°°moo d ❑Z w Q o_ D ow0 0 nW = 0 = w d O �u) a_w IY 2 Lo F- N o U) Q N N 5659 55-o pp0)Nl1 t0� V REAR PORCH: HRONT PORCH: GAKACIE: BALCONY: 554 214 764 114 0 0 (9 rs OD W (j) LLLd y^ r N wG O Z -10)0U Z O>' Zvm o u. 0 th o. Irl �U THOREAU 3536 COASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. F-1 FLASHING DETAILS OF SQ. FT Q. TAGS. 13T FLOOR AIC: 2ND HLOOK AIC: 5659 55-o TOTAL SIC: 41W REAR PORCH: HRONT PORCH: GAKACIE: BALCONY: 554 214 764 114 TOTAL COVLKrD: 5815 DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. F-1 FLASHING DETAILS OF c Z Q J 0 - cu U co C L Q� ti3 ca O AN o 17 1 SQ. rT. Optional Balcony Fl 114" CQUALS 1'-0" OUTLINE or FIRST FLOOR 6EL2 r - - PERMIT SET O 5AT 60 SQ. LT. #5 RMAR IN PVC SLEEVE EOR AROUND ROD (ACCESS COVER IN QARAQE) H.-3. -IN First Floo 114" EQUAL5T-0" r Floorin Plan rL-O. 0. KINQ LEGEND CARTT 3MOWEK TILL WOOD U W C� OPYRIGHT 2015 DOSTIE HOMES, LLC REVISIONS: rn ww o0 _ wOzwOLL aC" (n O z = i- o -� w ly z } .__1 f- �I— o'zW� W Qwwom0zf- U_oLU ..Wf=oQ� Ow I_ w w o CO --D Q C- awozQ� � T cn>wQcnz=w Tn o�cno ww0= Ll zQ��oOza0 Uwwz0}F- z w� p O v o 0-zw UwU� w Q� U o U Ow- 7° -)0 �'co U �° WWF ° o. rs �N O� il) Ca0_�Nd X_j 00 N �. z-js0U `1 .., . W '-, m jZOQO 0 :ELL ora 0d THOREAU 3536 COASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A-6 OF I I GAS I 1 - CAR QARAQr I #5 RMAR IN PVC SLEEVE FOR QROUND F — — — — — — — 1 ROD (ACCESS COVER IN QARAQE) rL-O. 0. 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W <g inF-�U U W ° W O -i Z: �° ofw m w a QW � (nw TTj � W Q E-1 � A00 THOREAU 3536 ICOASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEA] DRAWN BY: SAM CLAUSEN JOHN FORBESS 1 PLAN NO. 1 1 • • Of ICOPYRIGHT 2015 DOSTIE HOMES, LLC' OF CL L- cz 0 m c co 0 U cu L- 0 0 L M LO M L N J m W c O W .5 rn c 0 4- 0 L 0 U 0 W Y PERMIT SET. FLORIDA BUILDING CODE 2017 6TH EDITION 20-NOV-2018 i 0 0. IL 0. v LLJZ 0. 0. 2 B4 1 B4 _J STAIR TREAD AND RISER DIAGRAM WOOD TRIM HANDRAIL NOTE: 42" HIGH SLOPED 2X4 STUD WALL WITH WONCANNOT OD CAP (PER PLA OPEN RAILING SUCH THAT A4 -INCH DIAMETER SPHERE PASS THROUGH ANY OPENING UP TO A HEIGHT or OPEN SPINDLE OF 34 INCHES. NOSING (TYP. 3 EA. 2X12 STRINGE WOOD HANDRAIL 1) HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38" FROM SLOPED PLANE. 2)HANDRAIL ADJACENT TO WALL SHALL HAVE A SPACE NO MORE THAN 1 1/2" BETWEEN WALL AND HANDRAIL. 3) HANDRAIL SHALL HAVE A DIAMETER OF AT LEAST 1 1/4" AND NO MORE THAN — 2X12 TREADS 2" IF CIRCULAR. TREAD/RISER STATISTICS READ DEPTH - 10" 1X RISERS RISER HT. - 7.125" SUM OF 2 RISERS & 1 TREAD - 24.25" Optional Balcony Floor Plan 114" COUALS lf-Off " VINEYAQ@ CL V W U LL- u - 0 PYRIGHT 2015 DOSTIE HOMES, LLC REVISIONS: w w 0 p = x�Pot E r z 'wp <z 'w w w m 0 zcnpz=rpJw �. Z gr- =-m .- 0 0 F o w r �aW�~oaw T0T030ow W LL. waW>OmDQ `jam to �! w Q fn r S W J OWwjy-LL.W O= (`D z>>0000r Q 0 W W Z 0}� z W r p� z o JouiF-vW r U=pen Wad O rW� a I- N �N M T. U)QN� 00 �l\ ��00 NLL d'r N .. Z j 0) U Q > fr W v W U 003:LL K -M0. rnd THOREAU 3536 1 COASTAL VERNACULAR 1 DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A-3 OF J a cu U cu L.. N > cu m 0 cu N 0 cry Un M v m N O Enm U) .0 U) c 0 �410 L cn c 0 U 0 En 0) c - Y Optional Bonus Room Ceiling Plan 1i4'EQUAL51'-0" OUTLINE or FIRST FLOOR 6ELOW F I I I I L I I i NO. 45 1 TRIM— CROWN sNS N°.1866 NO.1866 TRIM BASS sus CEILING TRIATMLNTS 5ASL (OPT.) 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A F NO. 45 p �.Ym CROWN � 1 -CAR GARAGE 111 L,- -I --- = MM NO. 45 �� (� � � W CROWN�-I— DININ CI ROOM GA5 I I IOJ NOMc r mCc— I I I I I LJ I Gq L - - - - - - — J 10 #5 RMAR IN PV 8' O O NICK T7C WAINSCOT W/ ENTRY 1217 PICTURE LIOULDINCSLEEVE FOR CSR 1X2 OVER 1X6 CAP AT TOP AT PERIMCTER (SEE DETAIL) — _ _ _ _ _ _ _ � ROD (ACCESS C. rOl rOl r�l I \1/ I IN CARACE) �/ `/ I I �— — — — - — — I— — — — — — — I— — — - — — — CROWN CL 0 LJLJU First FTrim Plan LL - 1/4" rQUALS 1'-0" O COPYRIGHT 2015 DOSTIE HOMES, LLC THOREAU 3536 COASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A-5 OF CITY OF JACKS c CL Q J LL w O U 00Q N 0 J N J O m U) 0 U) 70 U) c 0 0 c U) r- 0 c 0 U) 0) c Y rid NVILLE RESIDENTIAL, COVER SHEET PROJECT LOCATION MAP PERMIT SET FLORIDA BUILDING CODE 2017 6TH EDITION 20-NOV-2018 DATE: 15 -AUG -2018 LOT 24, ATLANTIC BEACH COUNTRY CLUB - UNIT TWO IINCH= 30ft MAP BOOK: 67 PAGE: 132-137 20 0 10 20 40 1�1p�3w SILT _,46^`FO 3 FENCE -10' BRI.. 8.2 - 0 \ � LANAI Ol0 \ \ IU 3536 PLAN FIM, FLR. - 9.80 �p TYPE " B �9 v \ I i /r E\fRY � 8.8 8.2 SITE PLAN NOTES: OVEBHANO PROTECTION IS REQUIRED WHEN LOCATEDLESS THAN 5' FROM THL PROPERTY I,INE. SLE ROOF PLAN PER PROTECTION LOCATIONS AND R3CORMA'CION. OVERHANG PROTECTION IS NOT REQUIRED FORTHIS IAT ALL SIDEWALKAND FLATWORK SHALL, ATA NB LI . NIPET CURRENTDWALCOON'IY AND ADA STANDARD& CROSS SLOPES SHALL BE NO MORE THAN2% THERORTIONOFTHE SIDEWALK WHICH TRANSVERSES THROUGH THE DR WAYAPRON SIfALL ALSO MEET THIS REQUIRTOE, I.AISO,UTH.ITIES (METER BOXES , VALVES, ETC_) SHALLNOT BE LNSTALLED WI THIN THE SIDEWALK SETBACKS ARE MEASURED'IO THE: FOUNDA'HON WALL. 70% OR ALL TREES TO BE CANOPY '1'RF.ES. ONLY 50% ARE TO BE OC ONE SPECIES THIS LOT IS LOCATED IN FEMA FLOOD ZONE W. GRADING AWAYFROM HOUSL SI IASL BEA MINIMUM OF 1% SITE PLAN �� AK i SILT � wiM SILT i7j�3 r7 /��11� Ol-..cRR4Y FFNCE C+" �tIA2 -�t8•p 1 4„ 7.7 -S62G261 7.5 ATLANTIC BEACH COURT AREA TAB LOT S.F.TOTAL 13,771.00 LOT S.F. (FROM P.L. TO CURB -=12.0') 44.3.00 HOUSE. FOOTPRINT S.F. 4,521A0 DRIVEWAY S.F. 1,126.00 DRIVEWAY APRON S.F. 146.00 POOUPOOL HOUSE S.F_ 0.00 COMMUNITY SIDEWALK S.F. 0.00 HOUSE WALKWAY S.F. _0 00 PLANTING BEDS S.E (ALLOWANCE) 1,000.00 SOD S.F. 7,421.00 EASMENTS (NOT IN TREE CALCS.) 0 BUFFERS (MOTTO BE S(DDDED) 0 BUILDING COVERAGE. 33% TOTAL LOT COVERAGE 41% INDEX OF DRAWINGS: C- 1 A- 1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 E-1 F- 1 COVER SHEET FOUNDATION 1 ST. FLOOR PLAN 2ND. FLOOR PLAN INTERIOR DETAILS TRIM PLAN FLOORING PLAN ��MM�N�rr APoE���Q pR �Ro syr �R ROOF PLAN / ELEVATIONS EXTERIOR ELEVATIONS ELECTRICAL PLAN FLASHING DETAILS COPYRIGHT 2017 DOSTIE HOMES, LLC REVISIONS: �p ww o0 _ zU)Zo� I, CK o¢w w m 0 z¢,�cnw=�mz cnpz -,O-Iw W w cWnQo � t—Ui 0= o C) W �F-a0 w awLL Oz¢I— � cn u>w¢cnz=w rn o)cn00U)0= �J pcnal-" u) >0T 0 I - Z w I- U � n i 0 uj H U W U W a- z w ¢ Z)O O w< L)I -U u)w'O�U)w U a:0 Wad o I - co iiw a _L I— N �N fo!)aNN O L]fa�N� W � U) Z V aS=a2o °-~ Z�rn�# mw 0 Lu oma: �c�n=�' U UUu LL- W Q aZ. 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AT 0.0 PEED.ol I I I 7,_0„ , 12,_8„ I, 10„ 51_6„ 2' 0, 4_8„ ti ELEV. 6" FORM AND I C I I I I I I I AT -15' I POUR AT SHO ER II I I I I I PERIMETER -o" 15'_11„ I F -1 16._1„ I 12'-0° T -o„ '01 I I THICKENED EDQE I I ( O I 01 I I I I ( 01 PER ENQINEERINQ I 0 I I 01 I I I 1 I 1 I CONTROL I I I I -- m ( JOINTS - J L - - - r - - - - - - - - - - - - - - - - - - - - --------------�� °_ #5RE6ARINPVC ° - - - - THICKENED EDQE ELEV. AT °O Tf11CK NSD EDGE ' I SLEEVE E. R AROUND PER ENCIINEERINQ 5112"� ° PER E! QINEERINQ I r I ROD (ACC SS COVER IN QARAQ ) 0o I I =� I _� CONTROL °1 ( I o ti I I I JOINTS :� I THICKE ED EDQ ELEV. AT �r PER IN INEERI Q I 4�. I I W. LIT I I 0 o I— - -I L- - - - ST QRADE TEPS _ _ _ STEPS TO QRADE I o WALL A. .U. TLiKKEN D �D��� �' �=1 ';` -�- `' �"� _� �... - THICKEN�D EDGE PSR ENGINE�RIN o, oP PeR eNc, N��RfNa ( PIER FT'Q. AS BRICK BRICK PER ENQINEERINQ EOOTINQ EOOTINQ 0 I 5'-0., o" 2 -0 I j /6- ol Ir 10 ELEV. I NOTE: AT FRONT PORCH TO BE MIN 12" PITCH SLAG I ABOVE SIDEWALK/DRIVE AY 01 L - AT 118" P.ET. ILLJ 01 z _ L CONTROL,°OLLJ JOINTS � I � o PE RMI S FLORIBA BUILDING CODE 45 RE AR IN P C ROD ( ECR QR.UND , 201 6 H EDITION ROD CCESS COVER I IN QA QE) 2 - OV 2018 O1 BRICK EooTINQ 107_7., 1,_5„ 1, 5„ 107_7" 2'-0 2'-0° 2'-0° 22'-0" 1LE T-0' ILE 2'-0" g' -o° 2'-0° .�-- .1 Ll 10 CL 22'-0° 51'-0" 12'-0" 4'-0" V Lu U LL- LL - Foundation Plan 0 114" EQUALS T -O" COASTAL VERNACULAR COPYRIGHT 2015 DOSTIE HOMES, LLC REVISIONS: T �y w W0 o v _ H Ln z WoQowWWwo z 0o0wI 0 - zowo�X Q w w _ � z w�c§.Ew, w w w Ow -0 > : O Cp LL d a w o z d� � cn>wdcnz=w rp ou�cn'0u.w0= v ¢ J W o o Z a~ _ O f� zw 0°°moo w f-UwUF CL a z w d D� D 0Ocwnw0LL0 U)w r � w J 2 0f (n V o 0- w Ir H 0) d E_- N O fn d N Q 0) cq ' dOCrnN'd' M � h n00 N d'�N Z_j~0)U�wvM -jo U<OoCLU) rnd kA% �� �4 ul �W w Q E-� �D A00 THOREAU 3536 COASTAL VERNACULAR DATE: 094ULY-2018 DESIGN BY: DOSTIE HOMES TEAL DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A - OF c z Q a cu U cu c L cu 0 LX c- 0 IM TV -0" 10'-0" 27'-0^ 19'-0° 15T FLOOR A/C- 5659 2ND FLOOR AIC: 550 TOTAL A/C: 4189 4, 8„ 4,_10„ 4,_10„ 4,_8,. � 5'_6" FRONT PORCH: 7-T, 1'-0" 2,_11" 4,_8„ 4,_10„ 4,_10„ 41_8" 764 ADD 2"X6" X48" TALL 114 TOTAL COVPRPD: 5815 SN 5060 (2) 5060 MU LED EGRESS SH. 5060 WALL WITH OPT. 777777 OUTDOOR KITCHEN -=- r -,� 01 — — —— —— — — — — ——Ll�_ J 01 2'-0 OPTIONAL OUTDOOR KITo EN (TYP) 01 01 7_91, 10'-0' i COMPORT ZONA v I � i t (I BRICK 10' TO 11' CEILING I o I 12" SQ. FRAMED WAINCOTTI I.- 0, I I COLUMNS WI NAKDIE SN o-60 SN53-60- 4'-0� 8'- „ 6-4") 00 1 ° ° °' S'- " 7`9' ( WRAP T° 12" SQUARE EQ ESS (2) 5 0 MU LED EGRESS EQ ESS 01 01 L-- -- ------ -----------_ - -- op V 01 - - - - - 28" TEMP. - - -- ---1 U o' o' -- ---- BEAMS AN. BOX BEAM TO 01 r ��_ , 2880 GLASS SNCL. � � � o BY ENGINES o 12" COLUMN WIDTH - - - -- - - - - - r - - -� �o FRENCH I SN 50-60- 060 2880 2880 2'-0" 4'-4' 5'- 6'-0„ 6,_6„ _o„ 8,_0„ 8,_o„ 4._0„ 1 10,_2„ 8,_10„ I EGRESS iu 2 62 BATH 2 s, t 0' CLQ. 01 1' I 10' IC LAV. 10' n CL'G. 48" SQ. c�) '�72��I o —1 - 01 I � AAM SUITS ' v� _ 01 I I � CL'Q. ° TOP OP'Q.S 01 TSMP RSD MULLED O C . VPRE LANAI I 14'-o"X 2- 4„ � Iu ru of SEAT 11,01 TOP AT I ( L- - - - 21 6"X 1 '-o° I �F_J � �� - - r , 2X6 8'-0' A.E.E. I I ',1 BUILT-INa-i �� 10' CEI ING 10' T° 11' CEILINQ 1 FKAMLESS 0, WALL BANQUETTE I- o) WALL of �� QLAS5 ENCL. ,�I LL_LL-i o„ o„ 2X10 6,- - 5' 1 _ o„ 8'-1- — — — ILS O 1 ; I I NOOKni WALL L _ _ _ ARCH Top OP'Q. — — — J � o �, ,, I 16'X8' STACKING SLIDER AT T -O" A.F.F. � a o �' I > 0• 12'-0" X 15,_6„ - I J ° ' - j 01 6PDR00 u ?0 ;� ° 10' CEILINQ — _ z = o" 12,_8„X12'-_ �' 6G` X 108" ISLAND" = I I I n :, , .,... oo , �O s. a 0 10' CEILINQ �, _ F_ ON 54112” HIGH HALF WALL ( 2X6 I I 2X6 I I WALL r�SO�FIT 1680 10' CLG. °' a r +, �, - AT 9 -o 15,_8„ 12,_2„ 1 6 _9„ 5'-11„ WALL I I 16,_8„ I I 1,_4„ 2,_4„ 16, 5,_6„ 11 % I I 5, 4„ d o' o� - J - I � I ,L ILJ Lam— ;� 2._0., 7._0„�,_�„ I I I I �. �' o I— — I I -- ------ HSR of n, LL-iI I - - - -- -- -120 I _— -— II _' W.I.C. _ �,L, °' 12" a�sl t Ns t I I - DEELLoP R W I I I I o I I I HIS W.I.C. 6 1,_ „ 5' - 5, 8„ 2, o„ - - 7' 8,. - 2 I I I I ...., I I SHELVES ABOVS Dace Trs I SA. SIDE OF FIP I I b' I I 20-80- 0 0 - 2-8- 10' CLG. 2-8- 01 o, o' 00 CooKTOP o I L� 11' CLQ. I I SOFFIT ABOVE AT T -C I LOO I 11 I I 0 J lu � _ ARCH TOP °P G AT 9'-0 A F LLJO OUTLET I I I ° _- o G z I I I I I)PDROOM ., I I � I I I I I I FP ° ` A- I I '� � � � JEJ 10' CLG 1 2489 1 01 — — 4 61 2 WIC ° 11' CLG. A-2 �, oo I I I o I LLJ 3 ° 1 15'-0"X 12'-0" _ - ; I I\ I I I I = .: o T cll P. --:-a I °O 10' CEILINQ 2 K 1 °' 2 aAse t o °I s'LIQ, CZ I I CIATHCRING ROOM I I �� 72" X 72" I o 01 o ­zc KITCHPN 2X6 I I° o„ o,. I I 18'-_ X 25'-_ I i I STEP UP I ,. X -I , OPTIKF 11' CEILING BK'G. 1 I °' z o. > v �' WALL I I o �, PLUMBING I I I I I I - FOK o'. I II 1 ANDIN 6 U I o °o 1 u r. a 6'- " 5'-8" 2'-2" 5'-1 o- 4 2" I I TO BONUS o„ - 5'-8" 7 - _ 2X6 - - - I--�6'-8"- - - BONUS`LLJ I- I - - 2a2„ J L_ - -8'- _'- J 1 8„ o 01 �. v, �.,,.u�T. WALL - ---1�--------�-- FIXED o' 0 �� o, , BOXED WINE I -' °, QLASS - 1 d w:. ' BEAM I I I , I, I - o• 0 I� °O �1°� 91 00, PANTRY AT 9'-0° (5) EL T�N�CI HELVES I co . EFSRS 1 ( I I I z o 0 � 01 r T ICKEN , �, 2ogo s, -�, o � 0o ° ALL Rc�S I :. - - Bu LEI7`. PAN KY I I I I UP x oI ti ° <, — � F„TAT 9'-,n pp r T�OXI7; Flh AT 9'-G' , <ii . , . `� a- u ,s, ¢ 00 ti o I 5'-2” 4'-1 WI 5'-8" 5'-1 4'-2" 5'-8" 0 f 1'-4" 5'-4" 7 1T- „ 00 01 - _ 00 ' TUBI °1 S�IW'K s, � 5'-10° 2 6� 1 2X6 10, _1 ° i BP _ �— SQ. TOP OP'Q. oo I I AT 8'-0" A.F.F. ' 0 0" - 9'-1 _ - 12' �, CL'G T -o" 1-41. 5'-10° 12 288 _: CL'G. 8,-y INSUL � 4'-0 A.H.U. 5,M" 2'-0°}, ` — — — — - -� 0� of BATH 5 0001 � CL'Q. WALL 0Q J fz;.... °o 10' CLO cu = X11 Q1 w- 10" BOX BEAM AT T -C' A.F. - - - - - - - 2X4 0 ' - - POYPR �'°o z °°o I P STEPS CURBS. 6 -� � � = °' T ICKE CCC 2880 PKT. .- PED. ' WALL 12' CLQ. (� I L ' ALL O' 1 P ��'° `V = - - - J 2'-0" - - - --I I I u_ju _ I 8" X 8" FRAMED i o BEAMS T. 9' SQ 2X6 WALL - - - 54' X 11 ,_, 48" TALL C.M.U. SCREEN WALL �� I o �, I I lc(IC ACC J � o P . WDER 2X6 LL _oo I I fl I WI DRYWALL " �- WI�TAIS � 6PDROOM 4 WIC WALL c I I DINING �� I I _ _ — — — rtort�O lf�— — — I_ 1 GA5 01 _ „ 0 11'-6(1��0° I °° 01 s, 15'-0- "X 12'-0° 01 ° 00 ,' ° I I 11'-o"X 12'-6'` v I W 2" 8" 12' dEILING I �, oo 10' CEILING Rds '; g: 12' TO 15' CEILINQ � I TRAN O : ABV. -- ( I I 0 °' (6" SPA BTWNJ 2X6 - - - - -� - 10, I I I WALL I I o FRAMED . WN u _ 01 CL'Q. (� 0• k I � I 1 I I 18" X 10" I I o 0 1 o '`� - 1 2080 I `� _ W I- - - - LL -1 ° - SOFFIT 0 i �; 2'-0° 12'-0° _ 4, 2„ 4,_2, 7, 7' 01 5,_6„ 5,_6„ o 12'I 12'-0" SOFFIT LL_ - . - 2X4 o L 1=CSR CI�R CIS WALL AT 11' 2„ 11'-O"X25'-o' CLQ. WI ST°RAG ABOVE #5 KEBAK IN PVC 2880 MUDKOO : (2) 506 MULLED FRONT PORCH (2) 506 MULLED - - - _ - _ - SLEEVE F. R AROUND = 6" X 19" WI 72' X 24" o° 512' o° WI 72 X 18" 6" X10" ROD (ACC / SS COVER °I' - KNEL LAUNDRY 10 PILASTER TRANS. M ABV. C ILINQ TRANS M ABV. PILASTERIti ' IN OARAG ) SPACL_ . - CL'G. = 10' CEILINQ 2 L 0o _ WI NARDIE (6" SPAC BTWN.) 01 (6" SPAC BTWN.) WI HARD WRAP I_ 1 , I I 1 WRAP 10" A CHED _ KIS (-� -I�� �� CUBBIES - - - - - - - - BOXED BEAMS - - - - - - - I i I H.13. 1 D. II W. I LIT 2880 �` == _ . _ = I'- = _ _ _ I 0 INSUL - - _ _ _ _ - I= i = `-� UPPE - _ - 01 10" S PREFAB Q STEPS T QRADE °' 10" S PREFAB _; o . C� �` s. . .� BRICK COLUMN ° ° °� WALL VENT DRYER AROUND 6" POST t- c) WAINCOTTING AKOUND G' POST STEPS T GRADE 8080 QAKAQE DOOR WIS A.N.U. 0 00 TNR . UQH K .. F 2X6 0 (SEE ELEVATI . N) - I o o (SEE ELEVATI . N) WI ENQINEERED BEAM ABOVE °' LOO � WALL ;�, �. BRICK 2880 CUR6STOP INSUL 54" X X11-2"'1 I \ F = TCAiS S of GSI cop op o o- 01 U \ I 2 - CAR GARAGP II '-°"X�'-° ' / � (o FL I A B D LDIN C D 48" ALL C.M.U. WALL = I T CLG. WI STORAQE ABOVE II �' ' � \\ !�z20176THEDITI SCUM L__----_ ,/ �I # 5 KEBAB INP o° f / C I II \ CJ 01 0' SLEEVE FOR OR. UND II / \ ( Z.10-NOV-2018 o' ROD (ACCESS C 1 VER / \ IN QARAQE) 1 ---------JI/ \ B. L - - - - -- - ° cl" Oot:f � U 2X6 WALL SH. 5050 BRICK SN. 5050 WAINCOTTINQ CIL „ 4' o„ 2'-0" 6,_6., 9,_0 6._6„ 1._8.. 4,_1„ 4,_1„ 1,_7„ 7, 5,_6„ 5,_6„ 1._7„ 4. 1„ 4,_1., 1. 8„ 2,_0„ 8-0-- 2,_0„ 22'-0' S1' -o° 12'-0° 4'-0" W V 75'-0„ _ L First Floor Plan 114" EQUAIS 1'-0- " COASTAL VERNACULAR LL 0 SQ. 7Q. TA55. 15T FLOOR A/C- 5659 2ND FLOOR AIC: 550 TOTAL A/C: 4189 RPAR PORCH: 554 FRONT PORCH: 214 GARAGP. 764 I)ALCONY: 114 TOTAL COVPRPD: 5815 BUILDING VOLUME SEE PAGE 2 OF THE ENERGY CALC'S, FOR CONDITIONED AREA VOLUME. 41,360 CUBIC FEET BUILDING CODE NOTES GARAGE AND HOUSE COMMON DOOR SHALL HAVE A MIN, FIRE RATING OF 20 MINUTES AND HAVE A SELF-CLOSING DEVICE INSTALLED. DRAFT STOPPING PER BUILDING CODE, FLOOR PLAN NOTES ALL 1 ST. FLOOR EXTERIOR WALLS ARE 2X6 UNLESS OTHERWISE NOTED CABINET BLOCKING INSTALLATION: UPPER CABINET BLOCKING TO BE INSTALLED AS FOLLOWES, 36" UPPERS: BOTTOM OF CABINET 54" SET UP TOP OF CABINET 90" SET DOWN 42" UPPERS: BOTTOM OF CABINET 54" SET UP TOP OF CABINET 96" SET DOWN OPYRIGHT 2015 DOSTIE HOMES, LLC REVISIONS: rn W w 00 00 _ LJ -�OwO�cn tf'i zz a _pQ�wwawp0 Z Q (n W= J Z Z�Q��°� O�: a z 8 w o W w w 21 _ z U�w��=OQcn ti O= O 5 o L -u J H 0 W LL J waw>-�Om�¢ 2 (n % O Q 0 Z 2 W J pW(n()�liW0M U z>>OowW�- QUWcnz0�o zW�0p: pJ0 = o W U a O F- U3V) aa. Is �N M - NQN0 < iE 6) x j fs oo U) LL. hN Z.J.t0)U Q y Z"U U O01LL. - Y a. 0) THOREAU 3536 COASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A-2 OF A00 NW Q THOREAU 3536 COASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A-2 OF A00 THOREAU 3536 COASTAL VERNACULAR DATE: 09 -JULY -2018 DESIGN BY: DOSTIE HOMES TEAM DRAWN BY: SAM CLAUSEN JOHN FORBESS PLAN NO. A-2 OF GENERAL NOTES: g 1. All notes, drawings, details tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be furnished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 2. These erg 1 g P P and/or Sections R301.1 excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2.1.4 and 1.610 of the Florida Building Code, ( n with Tables 8301.5 R301.6 and 8301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, along , drawings, details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the aforementioned sections of the code and specifically excludes other elements of a structuralnature as well as all elements of anon -structural nature. Additionally, the engineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except tEE dWP specified herein), etc.] a P en s well as other disciplines of unerring - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc , g limited to egress and life safety; moisture ' work specifically excludes design elements of an architectural or non-structural nature, including but not 1 gr ty, the engineer's scope of w p y protection, infiltration and/or resistance; resistance to wood destroying organisms ("WDO"); fire -resistance; energy efficiency, etc. The engineer further warrants that the structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makes t s warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address no other claims, elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineers scope of work and shall be responsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as appropriate for the intended purpose. 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects thereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively - to establish the minimum appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than the minimum prescribed by FEMA, as prescribed by FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approved by the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced 4. The design(s) depicted within these engineering d P P herein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained within the design(s) or documents, nor of any inconsistencies between the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineering documents be found to include an error or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee to the client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineer for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correction or update to the engineering documents or addendum thereto. 5. These engineering documents may be used one -time -only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to execute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during construction, construction should cease until such time as the discrepancies have been resolved. 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information or for claims arising from the use thereof. 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. 11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall framing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architectural drawings. 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts, studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the associated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using the documents for any purpose. If (a) page(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before proceeding with intended use, 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having jurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means and methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and standards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have been approved, and c) (an) appropriate permit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s). Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(ies) responsible for the issuance of any permit(s) and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement of until such for an ose u otherwise used be occupied or oth, 1 he structureY Pm'P is nor shat t documen o structure depicted within these engineering P d for the stru g g shall be issue o a completion)P 1 with al time as the authority(ies) Navin jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe, sound and in compliance h'( ) g J applicable laws, rules, codes, etc., and consistent with the drawings, details, tables, references and specifications depicted within these engineering documents. responsibility of the contractor s` and labor contributors executing the design(s) depicted within these engineering documents to determine the proper 15. It is the sole respo I ty contractor(s) erectionrocedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs, as well as insure the soundness P q of the structure and its sub -elements and/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) and labor during the construction tion roc ess until such time plumb and level structure du n in a safe lu P contributors to provide appropriate and adequate temporary bracing necessary to maintain , p g as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout these engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 16. Yet -to -be -installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roofs) of the structure depicted within these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the floor or roof-, Unless indicated otherwise within these documents, 40#/sf for floors and 204/sf for roofs. 17. All materials specified within these engineering documents shall be installed properly, in a workman -like manner and in accordance with the directions and instructions provided by the manufacturer, or as otherwise indicated by the code or associated product approval document. 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are routinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective date of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the engineer, who may subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or methodologies. In n0 Case shall these documents be used for permitting or construction more than one 1 year aft er their date of original issue. 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme care and code -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts. However, the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the engineer to foresee every potential conflict, ambiguity, inaccuracy or oversight during the "paper phase, opportunities do exist for the design to require additional effort once construction has commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services as depicted herein, causes the engineer to be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein. 20, These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained herein are prohibited without the expressed written consent of the engineer. 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used resources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps published by the local controlling authority and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the wind speed, exposure and other design criteria shown herein to be correct and code -compliant prior to approving these documents and authorizing construction from them. The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location informationprovided to him by the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFICATIONS: WOOD FRAME WALLS 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform -framed") when fully -braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an intersecting floor system and should not be used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be continuous and uninterrupted between points of lateral support. 2. All top- and shoe- or sole -plate material shall be #2 SYP lumber w/ maximum 19% moisture content. Shoe- or sole -plate material in contact with concrete or masonry shall be pressure preservative treated. 3. All vertical wall fi-aming (studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plan(s) and/or table(s), w/ maximum 19% moisture content -except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) larger than 2x6 shall be 42 SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that are specified as SYP and are also not designated as a shear -wall or portal frame wall may use SPF blocking. 5. In some instances, these engineering documents may include a specification for a column within a wail where the size of the column exceeds the thickness of the wall as specified either in the std u table(s) or relevant notes. In such instances, any of the following three options may be used to resolve the conflicting thicknesses: a) The thickness of the adjacent wall framing m be increased so as to conceal the thickness of the column within the wall; b) The adjacent wall may be furred -out to a thickness y similar to that of the column so as to conceal the thickness of the column within the wall; or, c) The column and adjacent wall may remain different thicknesses and the column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none of the three aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood (EWP) or structural steel column may be used within the allotted wall cavity. FIELD FRAMING 1. Limited elements or areas of the design(s) P s de icted within these engineering documents may include the label or reference "field frame" or similar. At these confined locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include stairs and/or landings, plant shelves, widows walks, radiused floors and/or walls, decorative or volume ceiling treatments and similar, non -typical construction and/or g accessories. As such, the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or her own design for elements or applications specified as "field framing" or similar. The design(s) and execution thereof shall be in conformance with all applicable laws, rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. SPECIFICATIONS (continued) OTHER FRAMING 1. All structural(dimensional/solid-sawn) framing members, except as noted or specified otherwise, shall be #2 SYP lumber w/ maximum 19% moisture content 2. All engineered wood beams shall be Trus Joist/I-Level/Weyertlaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. 3. Allengineered wood posts o r columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or . as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form equivalent, except P P the specified dimensions; the must be solid, one-piece members Post or columns specified within these construction documents as dimensional/solid-sawn members - p � Y i.e 4x4 4x6 6x6 etc. - may P Y be replaced b a similar -sized (e.g. a 5.25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or documentation required by the engineer. 4. All nailing shall be with " ails, except t as otherwise noted. All nailingnot otherwise specified within these engineered documents shall be as specified by . common n thea applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails or screws. 5. All engineered components, including roof trusses, floor trusses, I joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and directions. 6. All sheathing shall be either APA- or TECO -rated, Eposure 1, PSI/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such). Sheathing may be either OSB or plywood, unless specified as one or the other on the framing pans and/or details. All panel edges of wall sheathing shall be solidly blocked. Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. Use ofPly clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32 thick when supporting tile roofs. Use of "ply clips" or similar edge support is recommended at unsupported panel edges of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof an d wall sheathing shall not be less than 7/16" thick. Floor sheathing shall not be Tess than 23/32 thick, with all panel edges supported (tongue & grove or blocked), Some design loads require thicker panels; see sheathing specifications for specific minimum panel thicknesses, required span ratings and fastening information. 7. At exterior walls clad with a stucco or an applied -stone veneer finish, the APA (www.apawood.org) recommends the use of either 15/32" thick, 32/16 span -rated sheathing (Exposure 1, PS1/PS2) or 7/16" thick, 24/16 span -rated Structural I rated sheathing when the sheathing is installed with a vertical orientation (long axis is at the sole parallel to the studs) on the wall (see Technical Bulletin TB -202 for additional information). The discretion to enforce the aforementioned recommendation discretion of the local Building Official. Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance the construction of the exterior walls. 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications of the connector(s) specified and have appropriate product approval and installation instructions and directions. FOUNDATIONS, CONCRETE & MASONRY 1. The foundation design(s) depicted within these engineering documents has been completed in accordance with recognized standards, recommended soil design parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s) depicted herein is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the foundation components will experience movement throughout the; useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage, maintenance, the construction of partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future performance. 2. The foundation design(s) depicted within these engineering documents has/have been prepared based on a relatively flat, well drained building site featuring exclusively non -expansive soil with an allowable soil bearing capacity of not less than 2,0004/sf and a design lateral load (at -rest pressure) of 60#/sf per foot of depth with a level back slope, Should site conditions be adverse to- or otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and the engineer shall be promptly notified of the conditions and no farther construction shall occur until the engineer has provided additional direction. 3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shored to prevent damage to the wall. capacity. 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official. 5. All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated column or wall, unless indicated otherwise. 6. The location of steps, jogs and top -of -wall and/or top -of -slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation changes indicated or otherwise known to the engineer have been depicted within these engineering documents, it is understood that some of these items may change during actual construction. The design(s) depicted herein can only address the proper foundation configuration as specifically depicte/1 herein and could require additional analysis and effort should field revisions merit. 7 Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural system. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to adequately shore the walls throughout the construction process to maintain the integrity of the design(s). • fav feet or more beyond the " al e addition 8. The buildingsite shall be cleared of all to soil and organic matter beneath the Tanned structure location, as well as for an Y perimeter therof. Unless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density of not less than 95% Or, on clean footing or slab O u bottom of the to below the bo , of Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of not less than two feet (24 inches) b e g P soils with the compaction GW-, GP-, SW-, and/or SP -class fills with any organic materials removed. Fill, as required, shall be placed atop non-organic, undisturbed so ( p thereof verified as previously referenced) and added in one foot (12 inch) lifts and each lift shall be compacted to a density of not less than 95% of Modified Proctor Maximum D Density ASTM D1557 . These minimum specifications maybe exceeded or superseded by either a geotechnical engineering report specific to the M D' tY ( ) building site or at the direction of the Building Official, as deemed necessary to achieve the minimum required (2,000#/sf) soil bearing capacity, but in no case shall the site be prepared to a lesser degree than that which is outlined herein. 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop (minimum) 6mi1 polyethylene (visqueen) barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W 1.4x1.4 WWM, lapped not less than 8" at edges/ends, in conformance with ASTM A-185, or Fibermesh-type reinforcement complying with ASTM C -I 116 with minimum 1/2" to maximum 2-1/4" fiber mesh length at a rate of 3/4 lb. per cubic yard of concrete, as recommended by the manufacturer. 10. Minimum compressive strength of all concrete used for foundations, slabs, etc. shall be 2,500psi at 28 days. 11. Where indicated, cores or cells of block masonry (CMU) shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less than 3,000psi at 28 days. 12. Reinforcement shall be detailed in accordance with ACI 315, :Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: a) Concrete cast against earth: 3" b) Formed concrete exposed to earth or weather: 11/2" c) Interior slabs, walls, etc.: 3/4" a e6 G 60 . All tails as d 0 ons and/or de indicated on the 1 ( ) 4 unless and be rade 40 G 0g► ASTM A-615 P 1 conform to) entshal be( 1 11 reinforcerg 3 A (horizontal) reinforcing in walls and footings shall be continuous at/around corners and intersections, and/or matching corner bars shall be used. All longitudinal (horizontal) reinforcing shall be lapped at splices a minimum of 40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be lapped at splices a minimum of 25". 14. ALL concrete operations - including but not limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing - shall be done in accordance with the requirements and application of ACI 301 "Specifications for Structural. Concrete." 15. All masonry work shall be in accordance with ACI 530/ASCE; 5/TMS 402 Masonry Building Code. 16. Concrete masonry units shall be ASTM C90-75, Hollow Load: -Bearing Concrete Masonry Units, Type I, Grade N-1, normal weight, with a minimum compressive strength of 2,000psi (fm = 1,500psi). 17. Mortar shall conform to ASTM C270 and be Type S. 18. Grout, when specified, shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" and l I". 19. Pre -cast and/or pre -stressed lintels, manufactured by CastCrete, shall be provided over all openings in CMU walls, unless specified differently on the drawings. Lintels shall be of adequate size, strength and reinforcement for the given span and loading conditions. 20. Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304. 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel Buildings," 9th edition. 2. Structural steel shall be ASTM A36, except as noted below: a) Pipe ASTM A53, Type E or S, grade B b) Tube ASTM A500 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 4. Hex nuts and couplers/couplings used for bolts, anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM A3071 A36, SAE 1018 and Grade 2 bolts. 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. CORROSION & DECAY RESISTANCE: 1. All. structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil - i.e. deck/balcony boards/lumber, joists, posts, etc. - shall be pressure preservative treated to a level rated for the specific application. Borate -based treated wood shall not be used as/for structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the application. 2. All interior wood and wood -based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. 3. All fasteners (nails, screws, bolts, etc.) less than 1/2" in diameter and in contact with pressure preservative treated wood shall be either hot -dipped galvanized (HDG) or l stainless steel (SS). All metal fasteners & connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS connectors and fasteners. 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -MAX, HGD, etc.) connectors & fasteners shall not be combined. Use only SS fasteners with SS connectors. Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. 5. Reeular insDection and maintenance of wood, wood -based and metal products used in structural applications and/or used in outdoor or other potentially corrosive CODES & DESIGN STANDARDS: Florida Building Code - Residential 2017 Florida Building Code 2017 (as applicable) ASCE 7-10 NDS -05 TPI 1-07 ACI 318-05 WFCM-01 DESIGN CRITERIA: BUILDING TYPE ENCLOSED BASIC WIND SPEED 130 mph (3 sec. gust) EXPSOUIRE CATEGORY C BUILDING CATEGORY II INTERNAL PRESSURE Coef. +0.18/-0.18 DESIGN LOADS: ROOFS LIVE LOAD 204/sf DEAD LOAD/SHINGLES 7#/sf DEAD LOAD/TILE 20#/sf DURATION FACTOR 1.25 FLOORS INTERIOR ZONES NEGATIVE POSITIVE LIVE LOAD 40#/sf DEAD LOAD 12#/sf (Including Cln'g Below) DURATION FACTOR 1.00 ' CEILINGS/ATTICS - 20 LIVE LOAD/NO STORAGE 10# s (Non -concurrent) / (N ) LIVE LOAD w/ STORAGE 209/sf (Concurrent) DEAD LOAD 5#/sf WIND LOADING PER TABLES DURATION FACTOR 1.60 SIESMIC N/A i ar. J COMPONENT & CLADDING PRESSURES (in psi)-Vsd or "ALLOWABLE: WIND 130/C >6/12 ROOFS (all values negative - i.e. "UPLIFT") WALLS (incl. Windows & Doors) PITCH Mn. Rf. Ht 15' AREA (in sq.ft.) ZONE "T' CORNERS 1 ZONE "2" END/EDGE ZONE "1" INTERIOR OVERHANG OVERHANG CORNER INTERIOR END ZONES NEGATIVE POSITIVE INTERIOR ZONES NEGATIVE POSITIVE <10 -25.85 -25.85 -22.10 -37.46 -3264 0 -29.6 22..10 - 98 2_.10 23. - 20 -24.73 -24.73 ,20.98 -36.34 -36.34 -27.72 21.17 -23.(14 21.17 50 -23.23 -23.23 -19.48 -34.84 -34.84 1 -24.91 1967. -21.54 19.67 1100 -22.10 -22.10 -18.36 -33.72 -33.72 -23.04 18.73 -20.60 18.73 LEGEND - (2) 2x10-2 / 3 �HEADER/BEAM CALL -OUT NUMBER OF KING -STUDS EACH SIDE OF OPENING NUMBER OF JACK -STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (#2 SYP U.N.O.) NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS (2) 2x6 - 1/2 UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS (2) 2x6 - 1/1 UNLESS NOTED OTHERWISE "RSD" IN PLACE OF A QUANTITY OF KING -STUDS IN A HEADER OR BEAM CALL -OUT INDICATES THE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE > LINE <-------> INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER FRAMING CONNECTOR SCHEDULE CLIP, TIE or STRAP FASTENERS or NAILS H2.5 (5) 8d PER END HS (4) 8d PER END H8 (5) IOd x 1-1/2" PER END MTSI2 (14) 10d., 10d x 1-1/2" TOTAL HTS20 (20) IOd or(24) 10dx 1-1/2" TOTAL LGT2 (16)16d SINKERS TO TRUSS, (14) 16d SINKERS TO > & POST H16, -16S, -16-2 (2) 10d. 1-1/2" TO TRUSS, (10) TO >/POST MSTA12 (10) IOd TOTAL MSTAIS (14) 10d TOTAL MSTA24 (18) 10d TOTAL MST37 (42) 16d TOTAL MST48 (46) I6d TOTAL MST60 (56) 16d TOTAL CS 16 (30) 8d or (26) I0d TOTAL SPH4, -6, -8 (12) 10d x 1-1/2" HPAHD22 (23) 16d LTP4 (12) 8dx 1-1/2" TOTAL A35 (12) 8d x 1-I/2" TOTAL META20 (12)I0dx 1-1/2" HETA20 (12)10dx 1-1/2" LGT2-MASONRY(16) 16d SINKERS TO TRUSS, (7) 1/4"-x2-1/4" TITEN SCREWS TO WALL MTSMI6 (7) mud or 10d x 1-1/2" TO TRUSS, (4) 1/4"-x 2-1/4" TITEN SCREWS TO WALL HTSM16 (8) 10d or IOd x 1-1/2" TO TRUSS, (4) 1/4"-x 2-1/4" TITEN SCREWS TO WALL HI6, -16S, -I6-2 (2) 10d x 1-1/2" TO TRUSS, (6) 1/4"-x 2-1/4" TITEN SCREWS TO WALL FGTR (IS) 1/4"-x 3" SDS TO TRUSS, (2) 1/2"- x 5" TITEN HD's TO WALL MSTAM36 (8) IOd TO FRAMING, 4 I/4" -x 2-1/4" TITEN TO MASONRY FRAMING -TO -FOUNDATION / MASOIJRY CONNECTOR SCHEDULE w� FLEXIBLE FINISHES (NOTSTUCCO) 2x4 2x6 2x8 2x1.0 PLAT E HEIGHT oMB,rAI #2 SPF #2 SYP ;, #2 SPF # SYP 2 S #2SY P # SYP 2 �� I /I 24"/24" I 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 9' 24"/24" 24"/24" G� . 24"/24" �,y, 24"/24" 24"/24" 10' 12"/16" 12"/16" ZONE "1" y , 24"/24" 24"/24" 24"/24" 24"/24" 11' 10"/12" 4� ' ; I 2x6 # 1/2" PL NAIL 2x6 INTO EACH PLY OF BEAM W/ .1310 NAILS @ 6"o/c. 20" DEEP S.C.L. FURRED BEAM DETAIL SSP'S OR SPH4-6'S @ 32" O/C Op pL'S. PER DETAIL A/STI WALL S14TN'G II PER A/ST1 ATTACH TO TOP CHORD OF TRUSS T65 W/ (2) ROWS OF a"DIA.x SSP'S OR 4 �'L. SDS SCREWS SPH4-6S @ SPACED 24" O/C 32" O/C -STAGGER ROWS- SHOE PL. ROOF DECK TRUSS PARALLEL TO ROOF TRUSS SHOE PLATE T26 D TALL DETAIL S7 C. I� U HDR-TO-2ply #2 SYP 2xv POST w/ (1) 3/8"DIA. THREADED ROD ASSEMBLY. 2 2nd FLOOR STRUCTURAL PLAN s1 3/16" =11-0" REFER TO DETAIL FISTI; T06 OSB 3"/12" O/C 899 W/ (1)5/8"DIA. THREADED ROD ASSEMBLY @ EACH END & i"DIA. STUBBIES @ 24" O/C. T07 a T08' 0 �O T09 T10 A 11 * 12 13 CONVENTIONALLY STRAP ALL SECOND FLOOR ROOF BEARING WALLS TO BEAMS / HEADERS BELOW PER DETAIL A/ST 1. TO DETAIL D/Sl AT MAX. 6-8"o/c W1 SWi REFER TO DETAIL F/ST 1; (1)5/8"DIA. THREADED ROD ASSEMBLY @ EACH END & i"DIA. STUBBIES @ 24" O/C. * RODS AT MAX. 6-8"o/c W/ (1) 1/2"DIA. STUBBY BTWN. EA. f 0) HU212-3/HUC212-3 @ PORCH HEADER TO SW i PORCH HEADER REFER TO DETAIL F/STI; I .1 I I Yr REFER TO DETAIL F/ST1 REFER TO DETAIL F/ST1; ` ' G SHEATH PORCH CEILING OSB 3"/12' 0/C 8D S W/ OSB TO3'7D OIC 8D'S W/ PER SHEATH PO, CHTi (1)5/8"DIA. THREADED ROD ASSEMBY-- a -- - — - OSB 3"/12" O/C 8D'S W/ -� 2 2x6 -C NT. -113 j (1)5/8"DIA. THREADED ROD ASSEMBLY @EACH ~ ~ -- - EMBLY @ END &SIA. STUBBIES 3 13/4' 1 1/4" 3 1 3/4"x11 1/4" LVL 2 x12 41 EACH ND & "DIA. s =----- - STUBS S @ 24" OIC. Cq `� - ---- PICK I (1) LUS210, LU210, Tft2 — : - LUC210Z EA. DE TA, L B/SI ' -- — �� @ #2 SYP \ / END OF FLR. JOIST FLOOR JOISTS (2) HTS20's OR ) TO BEAM o - - T43 3 = N MSTA24s TRUSS 0o T16 -T0 -LVL HE E - ---Am- T43 g HTS20 s OR (2) MSTA24's @TRUSS--�"'� BMI-TO-301 #2 SPF 2x6 POST w/ 1 LL -- -- 4 F01 HITS OST BASE TO A.T.R.-- T43 2x - i -- - --- -- - 14TS�0's O 2) MS A24' ---- M TR S T16 -3ply. #2 SP 2x6 POST w/ -- ' T43 (1) @ PI'OST B� E TO A T,R , F01 SHEATH PORCH CEILING * REFER TO DET F/ST1; , PER DETAILQ/STI OSB 3"/12" /C D'SV! ION BSC (1)5/8"DIA ED ROD ASSEMBLY @r43 I ___ . F01 SEE SECTION GC — -- EACH END & �IA. TUBBIES @ 4" O/C. - _ -_ • RODS AMAX. '-0"0/ 2 12 2 10-2/ it II ` I I I 'I i� jl I it ii I � I F01 AT THIS END II e0 I F01 ONLY, j (1) MSTA24 @ (� MTS 12's OR 2 F01 EA. JACK s 2PLY1 2 A - --- �' - _ " _ _ STUD W/ (1) TF03-TO-3piy #2 SPF 2x6 I SPF x4 PO!;T -- --- M II a$ PO @ Uss os : I F01 POST BASE TO i r - * A,T.R.. I� _ Dt F01 ---- N - -- o 0 o c _ - - I I N � I i I �-+ F01 N I i j M F01 N N N I.O O I O b I. CL a a a 1a a. iIa a n a a Ia a a a �y�y�y4 li F01 Qi toolI II I� F01!if i' --__ -- --- ----- ---- — ----- ---- AS S WN - I I�, i i I II F01 A3' n I - ----II�. ..- , '. � .- ' •hF�- I tom- H �I,, H. 05 _r N -_ 1 3/4n x18 LVL -CONTINUOUS -4/1 hi ) OTA24s II TO 4 1 #2 S P 2 HTS20's OR 2 MS E4602 - -- �� ��j (� @ L y PF 2x6 POST./ (1) i 4 SB 3"/12" OfE9 ---- ---- I T4 POST BASE TO A.T.R. 8D'S W- ro v II @ _ i h, t E402 p ---- l r- - 4 - J r --__� __ I� : I --- - I ✓ I -- I i I'I Io ASSEMBLY@ m m n r 05 I — 0 0 0 0 0 0 0 �� o 0 oa o a d j�� '� fi T38 a a. 0- a a. 0- n a a I o J"DIA. STUBBIES I i � I Ih I I p � T37 ' �u — I� l T36 1I- -� r A Tit 38 II� , u / �II II � I \ II i �� ;i _ ail I • / �. T36 I • RO AT 3'-o F_ N IN I'F- I III T36 ' r t' I�N �N i�N N IIN N I :IIN IIN x12— D • h j h - 2 1' /4"011 /4 LI2 1 3/4"x9 1/4" LVL -2/3 TV -2/I 3 Too w2 — - MST A P 4's @RAISED I' HDR -TO- pl #2 SPF 2x6 OR CEII, G DE 'AIL Q Tl illl��I 35 Too F/ST1; TAREADEDRO ( �- - 35 I _ I OSB 4'/12" 8D'S W/ ASSEMBLY. ^— -- --—� ❑ 2 2 120 2 2x12 ElEl2 2x12 J T04fWj THREADED ROD I co 2- RTAL• (3) 2x1(2-1/3/2 *PORTAL' ASSEMBLY N N N N N C) r r_ F _ ToaSTUBBIES @ 32" O/C * RODS AT MAX. 5'-0"0% W/ (1) I T� 1/2"DIA. STUBBY BTWN. EA. — --._.__.._....--- 0 T02 EMBED CAST -IN T01! 1 _7� RADS AT MA . 5'-10"oJ W! 1 1/2"DIA. STUBBY BTWN. EA. WALL ANCHORAGE LEGEND ■5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQD. 3"x3"xY" ROUND HOLE WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. }'DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3'x3"x10ga. SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. I' TO �' DIAMETER HYBRID THREADED ROD ASSEMBLY. " DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ y to -'j REDUCING COUPLING TO $" DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"xk" WASHER ATOP i UPPER -MOST TOP PL. ASSEMBLY. • $' DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x$" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. -rrs'Tr EMBED CAST -IN-PLACE 1st FLOOR STRUCTURAL PLAN STRAPPERT/STI -- -- 2 - - ' " SECTION B -B SECTION CmC__ 2x4 #2 SYP 'BLOCKING"@ 24"o/c " ATTACHED @ EA. TOP ROOF TRUSSES PUS W/ (4) 12d COMMON 2x4 #2 SYP NAILS & ATTACH TO 'BLOCKING"@ 24"o/c EACH ADJACENT TRUSS ATTACHED @ EA. TOP W/ (3) a"DIA.x3SCREWS i PL'S W/ (4)12d COMMON NAILS & ATTACH TO EACH ADJACENT TRUSS I W/ (3)-'DIA.0 j"L. SDS SCREWS i L TOP PL.'S --- #2 SYP 2X FRM'G. @ 16" O/C ADER PER PLAN #2 SYP 2X G. OSB 6"/6" OIC 813'5 @ 16" OIC 1PLY 1%"x14"LVL OR it LSL(RIPPED TO FIT W/ 4" O/C a DIA.x3 � L. SDS SCREWS OSB 6"J6" i„ OIC 8D'S DO TRACK • II DOOR CURB-\ I ROOF #2 SYP 2X FRM'G. @ 16" O/C OSB 676" O/C 8D S 1PLY 1%"x14"LVL OR LSL(RIPPED TO FIT W/ 4" O/C 1,"DIA.x3 #"L. SDS SCREWS DOOR TRACK DOOR CURB-, TOP PL.'S HEADER PER PLAN 2 SYP 2X FRM'G. @ 16" O/C OSB 3"/12" 89S w/ (1) %'DIA THREADED ROD @ END SHOWN & (1) HTT4 @ OPPOSITE END OF WALL SEGMENT & %"DIA. STUBBIES @ 24"o/c. (SEE STRUCTURAL PLAN) riuE COPY THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORAfS) OR PROJECTS) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION I MEB3.26.2018 2 - 3 - 4The - CASTILLO Group A Flossda Corpmfion Designers M7 Engineers 655o Roosevelt Blvd. m Jacksonville, FL 30- 2.244(9o4)686279FL CoA No. 12117 O V U • U U F'a"rt U W � Cn uUu W� O � M H M a U 000 DESIGN MEB DRAFT MEB CHECKED MGH SCALE N. T. S. DATE 11.13.2018 .JOB NO. 18-190 SQ. FT. �g`�� nn H/' r r r r'��f 4� Crolier;,* �Qro �lo-af oneet O Li o. 1621 Q: SHEET 2 of IT02 'T02 x EMBED CAST -IN T01! 1 _7� RADS AT MA . 5'-10"oJ W! 1 1/2"DIA. STUBBY BTWN. EA. WALL ANCHORAGE LEGEND ■5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQD. 3"x3"xY" ROUND HOLE WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. }'DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3'x3"x10ga. SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. I' TO �' DIAMETER HYBRID THREADED ROD ASSEMBLY. " DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ y to -'j REDUCING COUPLING TO $" DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"xk" WASHER ATOP i UPPER -MOST TOP PL. ASSEMBLY. • $' DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x$" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. -rrs'Tr EMBED CAST -IN-PLACE 1st FLOOR STRUCTURAL PLAN STRAPPERT/STI -- -- 2 - - ' " SECTION B -B SECTION CmC__ 2x4 #2 SYP 'BLOCKING"@ 24"o/c " ATTACHED @ EA. TOP ROOF TRUSSES PUS W/ (4) 12d COMMON 2x4 #2 SYP NAILS & ATTACH TO 'BLOCKING"@ 24"o/c EACH ADJACENT TRUSS ATTACHED @ EA. TOP W/ (3) a"DIA.x3SCREWS i PL'S W/ (4)12d COMMON NAILS & ATTACH TO EACH ADJACENT TRUSS I W/ (3)-'DIA.0 j"L. SDS SCREWS i L TOP PL.'S --- #2 SYP 2X FRM'G. @ 16" O/C ADER PER PLAN #2 SYP 2X G. OSB 6"/6" OIC 813'5 @ 16" OIC 1PLY 1%"x14"LVL OR it LSL(RIPPED TO FIT W/ 4" O/C a DIA.x3 � L. SDS SCREWS OSB 6"J6" i„ OIC 8D'S DO TRACK • II DOOR CURB-\ I ROOF #2 SYP 2X FRM'G. @ 16" O/C OSB 676" O/C 8D S 1PLY 1%"x14"LVL OR LSL(RIPPED TO FIT W/ 4" O/C 1,"DIA.x3 #"L. SDS SCREWS DOOR TRACK DOOR CURB-, TOP PL.'S HEADER PER PLAN 2 SYP 2X FRM'G. @ 16" O/C OSB 3"/12" 89S w/ (1) %'DIA THREADED ROD @ END SHOWN & (1) HTT4 @ OPPOSITE END OF WALL SEGMENT & %"DIA. STUBBIES @ 24"o/c. (SEE STRUCTURAL PLAN) riuE COPY THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORAfS) OR PROJECTS) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION I MEB3.26.2018 2 - 3 - 4The - CASTILLO Group A Flossda Corpmfion Designers M7 Engineers 655o Roosevelt Blvd. m Jacksonville, FL 30- 2.244(9o4)686279FL CoA No. 12117 O V U • U U F'a"rt U W � Cn uUu W� O � M H M a U 000 DESIGN MEB DRAFT MEB CHECKED MGH SCALE N. T. S. DATE 11.13.2018 .JOB NO. 18-190 SQ. FT. �g`�� nn H/' r r r r'��f 4� Crolier;,* �Qro �lo-af oneet O Li o. 1621 Q: SHEET 2 of THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENCINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 MEB3.26.2018 2 - 3 - 4 The CASTILLO Group M7 A Florida C-p..fi.. Designers Engineers 6550 Roosevelt Blvd. Jacksonville, FL 32244 (904) 680-6279 FL CoA No. 32137 n n Q U U n • V—� W U mW V 1 U �1 V W DESIGN MEB DRAFT MEB CHECKED MGH SCALE N. T. S. DATE 11.13.2018 JOB NO. 18-190 Q. FT. NA E�ri seer: ♦. L�`N iii E Prof e*, ngi� is , se ;.16315 0 Ti55* R g�EL7. 4VSOovI+Qt.•F.� 2244 SHEET S2 3 of 61 7/16" STRUCTURAL I -RATED OSB MAY BE USED I,L"O, 15/32" EXPOSURE 1 -RATED. SHEATHING THICKNE, �5 &_ATTACHMENT SCHEDULE ** MIN. WALL SHEATHING & BLOCK ALL PANEL EDGES as KING n11ANn I -LM taau_<.af yr � ro - n,. .,„ OF WALL SHEATHING, NOMINAL SHANK dia., RING dio. 0.012" OVER SHANK dia., 16-20 NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. BY REQUIRED SHEARWALL NAILING (SEE F/STI). ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD TABLE, W/ PLY CUPS BRACING REQUIREMENTS (4) .131x3" TOE -NAILS O EA. TRUSS/ ••• ill 19/32" RAFTER -TO-TOP PL. IN ADDITION TO ENGINEERED TRUSSES OR (40/20) ,TITIN TILE CONNECTORS) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING, UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE RAFTER BEARING POINTS SSOCIATED DELEGATED ENGINEERING FOR TYPE, SIZE & TRUSS TQ PL CONNECTOR - ORIENTATION OF MEMBERS. y ,1 IL s ,, ,1.E - T c - (2) 2x( ) #2 SYP TOP PL.. FASTEN PUES - - - TOGETHER w/ (2) ROWS .131x3` NAILS 0 I F �- -I1�u'•' 12"o/c, STAGGERED, w/ MIN. 24' LAP / MIN. (12) .131x3" NAILS IN EA. LAP. SPH4-6-8 0 MAX 32"o/c 0 PL -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie �], ,, pj, t Ivor L.L� 11 ,EL, ANCHORING RODS PER DETAIL B/STT TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL w/ (2) ROWS OF .131x3" O 12"o/c, STAGGERED. MIN. 23 23/32" APA- OR TECO -RATED II Ii EXTERIOR STUD WALL SPECIFICATIONS II II T&G DECKING (24"0% STURD-I-FLOOR) w/ SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6"/6"O/c 10d NAWNG & APPROVED 11 CON TRUCTION ADHESIVE _ - - - � MATCH SIZE, GRADE & � - - __ ___ � -----__"--- QUANTITY OF ALL 2nd L" ---- TYPICAL INTERIOR BEARING WALL II FLR STUD COLUMNS w/ 7 INT. - S D WALL P BLOCKING IN FLR SYS. ,`'J AND w/ 1st FLR-LEVEL EXCEPT AS NOTED ON STRUCTURAL PLANS) ISI !' " ,'+ TU COLUMN U.N.O.. � ' _ _,- .. EFFECTIVE PL. HT. FT ALLOWABLE STUD -:1..,,.. _ S D _ - - TO 6 -1 1 8 2x - SPF STU S O 1 0 - � �!_ TO 12-1 1 a x4.2 PF siuos ®ts" o I INTERMEDIA TO MULTIS S RY BUI 1 1 TO 18'-7" 2x6 2 PFS a i " To 21'-7" xs 2 SYP siuos ®7z" 0 11 ONLY. SEE PLAN, LAYOUT, OR 11 iI p� 1�1� ASSOCIATED DELEGATED ENGINERING FOR ATTACH 2nd FLR STUDS TO 1st FLR '"r TYPE, SIZE & ORIENTATION OF MEMBERS, JIiL STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING & INSTAl1ATI0N (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. 0 MAX. 32"o/c w/ (11) 10d/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x() #2 SYP SHOE PL.. TO TOP PL., SHOE PL. &RIM or SPH4-6-B ®MAX 32"o/c R IRED -TO-S DS NOT EQU RIBBON w/ PRESCRIBED "EDGE NAILING" PL TU SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED GALV. BRICK TIES G0 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X L EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE J" BOLTS OR WALL STUDS, 1/2"dia X 6" EMBEDMENT WALL SHEATHING PER TABLE EPDXIED ALL -THREAD RODS w/ 2"x2"x1/8" WASHERS 0 24"o c. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S -SHEETS) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. Q TYPICAL ONE- & TWO-STORY WALL DETAIL �ST1 J NOT TO SCALE LOW CARBON STEEL NUT FOR )¢'0 A % ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE / ,"e� CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER.. -_ PER STRUCTURAL ROD TO BE POSITIONED SO THAT SQUARE _ _ DETAILS. WASHER CAN BE TOTALLY SUPPORTED BY� /TOP PL. / /' TORQUE NUT ABOVE WASHER TO 30-35 1 _ `' FOOT-POUNDS AT TIME OF INSTALLATION i 11 (AFTER EPDXY CURES). I *ATR MAXIMUM OUT -OF -PLUMB [. TOLERANCE: Yi PER FOOT OR 2' PER ! woOD•71e ROD FLOOR LEVEL -WHICHEVER IS LESS. ,' PROVIDE -FULL I i I SHEATHING COVERAGE ON MIN. ONE PLATE. I NAIUNG INTO TOP PLATE PER A/ST1. _ - _ -_ 1 INTERMEDIATE FLOOR STEEL SYSTEM - APPLICABLE LOW CARBON :II 11 BU MULTI -STORY ,:: COUPLER w MIN. 46 > BUfIDIN(S ONLY. FROMAEAOHGWpOD*Tie Ill - -- -1 _: 1. I ROD. (OPTIONAL, 1 LOCATE AS REQ'D) WOOD*Tie RODS - Yz"dio. I A307 THREADED STEEL RODS ATED AT 'ATR LOC ( ) CORNERS, EACH SIDE OF R THAN 6' 0 FININGS LARGE P "INDEX" SHEATHING 1/4" FR rI, I EDFd I�A[E I II AND 6'o% (EXT. WALLS) or 1 BOTTOM OF SHOE PLATE FOR SILL PLATE q 4'o/c (INT. WALLS) MOISTURE PROTECTION AND TO SHEAR THEREAFTER, SEE DETAIL CON HECTORS - AT NDS OF F ST1 FOR USE E CREATE OVERLAP ONTO DOUBLE I / PLATE O TOP OF WALL SEE TABLE FOR ! SHEAR WALL SEGMENTS. OUTSIDE FACE OF SHEATHING TO I APPROVED BE -FLUSH" W/ SLAB EDGE. FASTENERS AND SPACING. " -- - - N . SIMPS "AT' ACRYLIC TIE ( ) z t0 FOUNDATION - 2 -PART EPDXY, INSTALLED i W PER MANUFACTURER'S o 0 Q ' MONOLITHIC -SME 3 FOUNDATION SHOWN w _ I INSTRUCTIONS = 1` FOR CLARITY, SEE w p w __ SHEET ST2 FOR APPROVED FOUNDATION of -Q TYPES/STYLES. Q 2 D 0 MIN. 2' EDG ,,_� SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE S -SHEETS) FOR SILL PL. -TO -FOUNDATION ACHORAGE WHEN USING WOOD*Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS ST1 T T CALE N 0 0 S 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP (2) 131x3" TOE -NAILS PER END MIN. 7/16" THICK WALL WINDOWS, w/ . SHEATHING OR STRUCTURAL HEADER, ADJACENT TO SHEET -SIDING w/ (1) ROW OU 8d 2• TOP PL - PER CALL SPH4-6-8 CONNECTORS NAILS 0 3'0% AT TOP OF AX OUT ON STRUCTURAL 0 TOP PL. -TO -HEADER 0 SHTN'G (IN TO TOP >) AND AT � PLi1N. I I � MAX. 32`o/c. BOTTOM OF SHTN'G (IN TO HDR,). NO ADDITIONAL PL. -TO -HEADER CONNECTORS REQ'D w/ TRUSS UPLIFTS <1,000#• FOR HIGHER UPLIFTS USE CONNECTIONS AS SPECIFIED ON STRUCTURAL PLAN. 1x3' T E- OR - .13 0 END -NAILS 0 KING -STUD TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & 2x10 HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HDRS. USE 12 NAILS.. ( ) WOOD*Tie ANCHORING RODS, PET DETAIL B/ST1, EACH SIDE OF IN2'OF EACH OPENING, WITH J K- G-STUO ASSEMBLY. AC N /KI INTERMEDIATE SHEAR FASTENERS, PER SILL PL SHEAR CONNECTOR SCHEDULE ON S-SHEET(S). z N L,DEF SHEATI ZING 'WALL SHEATHING" WIND (Supported (a) 24" OIC MAX.) (supported @ 6" 0/C MAX.) SPEED & 1'-5 8d RING SHANK NAILING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING" EXPOSURE MIN THICKNESS *' (SPAN INDEX) I- ZONE RIMETER/ ORI ONTAL END ZONES APPLICATION ERT APP. W UT STUCCO VE T APP. INT WI STUCCO ZONE ND ZONE w/ (1) ROW OF 8d NAILS 0 N (1) ROW OF I (24/ I G) 7/ I C" (24/ I G 1 5/3 2' G"/ 1 2" 32 I C C"/ 1 2" 115 < 132 mph EXP. B, C, & D 7/ I G" (24/ 1 C) G"/ 1 2" (supported 24" 0/ AX.) 6'YC" MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING ' ORI ONT L ERT APP. W VER A P. IN N S OF 2x6. • o0 UPLIFTS USE CONNECTIONS AS PPLICATION UT STUCCO W/STUCCO ZONE ZONE ARTIALLY INCLOSED PLAN. TRUSS TO > CUPS TO BE ATTACHED TO SHEATHED 15/3 2" 1 5/3 2" 1 9/3 2" 071 2" C"/G" SW1 III GARAGE. (32/ 1 G) (32/ 1 G) (40/20 .131x3" TOE- OR END-NAIL3- PER CALLOUT ON STRUCTURAL PLAN, ** MIN. WALL SHEATHING & BLOCK ALL PANEL EDGES as KING n11ANn I -LM taau_<.af yr � ro - n,. .,„ OF WALL SHEATHING, NOMINAL SHANK dia., RING dio. 0.012" OVER SHANK dia., 16-20 NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. BY REQUIRED SHEARWALL NAILING (SEE F/STI). ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD TABLE, W/ PLY CUPS BRACING REQUIREMENTS (4) .131x3" TOE -NAILS O EA. TRUSS/ ••• ill 19/32" RAFTER -TO-TOP PL. IN ADDITION TO ENGINEERED TRUSSES OR (40/20) ,TITIN TILE CONNECTORS) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING, UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE RAFTER BEARING POINTS SSOCIATED DELEGATED ENGINEERING FOR TYPE, SIZE & TRUSS TQ PL CONNECTOR - ORIENTATION OF MEMBERS. y ,1 IL s ,, ,1.E - T c - (2) 2x( ) #2 SYP TOP PL.. FASTEN PUES - - - TOGETHER w/ (2) ROWS .131x3` NAILS 0 I F �- -I1�u'•' 12"o/c, STAGGERED, w/ MIN. 24' LAP / MIN. (12) .131x3" NAILS IN EA. LAP. SPH4-6-8 0 MAX 32"o/c 0 PL -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie �], ,, pj, t Ivor L.L� 11 ,EL, ANCHORING RODS PER DETAIL B/STT TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL w/ (2) ROWS OF .131x3" O 12"o/c, STAGGERED. MIN. 23 23/32" APA- OR TECO -RATED II Ii EXTERIOR STUD WALL SPECIFICATIONS II II T&G DECKING (24"0% STURD-I-FLOOR) w/ SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6"/6"O/c 10d NAWNG & APPROVED 11 CON TRUCTION ADHESIVE _ - - - � MATCH SIZE, GRADE & � - - __ ___ � -----__"--- QUANTITY OF ALL 2nd L" ---- TYPICAL INTERIOR BEARING WALL II FLR STUD COLUMNS w/ 7 INT. - S D WALL P BLOCKING IN FLR SYS. ,`'J AND w/ 1st FLR-LEVEL EXCEPT AS NOTED ON STRUCTURAL PLANS) ISI !' " ,'+ TU COLUMN U.N.O.. � ' _ _,- .. EFFECTIVE PL. HT. FT ALLOWABLE STUD -:1..,,.. _ S D _ - - TO 6 -1 1 8 2x - SPF STU S O 1 0 - � �!_ TO 12-1 1 a x4.2 PF siuos ®ts" o I INTERMEDIA TO MULTIS S RY BUI 1 1 TO 18'-7" 2x6 2 PFS a i " To 21'-7" xs 2 SYP siuos ®7z" 0 11 ONLY. SEE PLAN, LAYOUT, OR 11 iI p� 1�1� ASSOCIATED DELEGATED ENGINERING FOR ATTACH 2nd FLR STUDS TO 1st FLR '"r TYPE, SIZE & ORIENTATION OF MEMBERS, JIiL STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING & INSTAl1ATI0N (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. 0 MAX. 32"o/c w/ (11) 10d/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x() #2 SYP SHOE PL.. TO TOP PL., SHOE PL. &RIM or SPH4-6-B ®MAX 32"o/c R IRED -TO-S DS NOT EQU RIBBON w/ PRESCRIBED "EDGE NAILING" PL TU SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED GALV. BRICK TIES G0 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X L EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE J" BOLTS OR WALL STUDS, 1/2"dia X 6" EMBEDMENT WALL SHEATHING PER TABLE EPDXIED ALL -THREAD RODS w/ 2"x2"x1/8" WASHERS 0 24"o c. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S -SHEETS) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. Q TYPICAL ONE- & TWO-STORY WALL DETAIL �ST1 J NOT TO SCALE LOW CARBON STEEL NUT FOR )¢'0 A % ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE / ,"e� CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER.. -_ PER STRUCTURAL ROD TO BE POSITIONED SO THAT SQUARE _ _ DETAILS. WASHER CAN BE TOTALLY SUPPORTED BY� /TOP PL. / /' TORQUE NUT ABOVE WASHER TO 30-35 1 _ `' FOOT-POUNDS AT TIME OF INSTALLATION i 11 (AFTER EPDXY CURES). I *ATR MAXIMUM OUT -OF -PLUMB [. TOLERANCE: Yi PER FOOT OR 2' PER ! woOD•71e ROD FLOOR LEVEL -WHICHEVER IS LESS. ,' PROVIDE -FULL I i I SHEATHING COVERAGE ON MIN. ONE PLATE. I NAIUNG INTO TOP PLATE PER A/ST1. _ - _ -_ 1 INTERMEDIATE FLOOR STEEL SYSTEM - APPLICABLE LOW CARBON :II 11 BU MULTI -STORY ,:: COUPLER w MIN. 46 > BUfIDIN(S ONLY. FROMAEAOHGWpOD*Tie Ill - -- -1 _: 1. I ROD. (OPTIONAL, 1 LOCATE AS REQ'D) WOOD*Tie RODS - Yz"dio. I A307 THREADED STEEL RODS ATED AT 'ATR LOC ( ) CORNERS, EACH SIDE OF R THAN 6' 0 FININGS LARGE P "INDEX" SHEATHING 1/4" FR rI, I EDFd I�A[E I II AND 6'o% (EXT. WALLS) or 1 BOTTOM OF SHOE PLATE FOR SILL PLATE q 4'o/c (INT. WALLS) MOISTURE PROTECTION AND TO SHEAR THEREAFTER, SEE DETAIL CON HECTORS - AT NDS OF F ST1 FOR USE E CREATE OVERLAP ONTO DOUBLE I / PLATE O TOP OF WALL SEE TABLE FOR ! SHEAR WALL SEGMENTS. OUTSIDE FACE OF SHEATHING TO I APPROVED BE -FLUSH" W/ SLAB EDGE. FASTENERS AND SPACING. " -- - - N . SIMPS "AT' ACRYLIC TIE ( ) z t0 FOUNDATION - 2 -PART EPDXY, INSTALLED i W PER MANUFACTURER'S o 0 Q ' MONOLITHIC -SME 3 FOUNDATION SHOWN w _ I INSTRUCTIONS = 1` FOR CLARITY, SEE w p w __ SHEET ST2 FOR APPROVED FOUNDATION of -Q TYPES/STYLES. Q 2 D 0 MIN. 2' EDG ,,_� SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE S -SHEETS) FOR SILL PL. -TO -FOUNDATION ACHORAGE WHEN USING WOOD*Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS ST1 T T CALE N 0 0 S 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP (2) 131x3" TOE -NAILS PER END MIN. 7/16" THICK WALL WINDOWS, w/ . SHEATHING OR STRUCTURAL HEADER, ADJACENT TO SHEET -SIDING w/ (1) ROW OU 8d 2• TOP PL - PER CALL SPH4-6-8 CONNECTORS NAILS 0 3'0% AT TOP OF AX OUT ON STRUCTURAL 0 TOP PL. -TO -HEADER 0 SHTN'G (IN TO TOP >) AND AT � PLi1N. I I � MAX. 32`o/c. BOTTOM OF SHTN'G (IN TO HDR,). NO ADDITIONAL PL. -TO -HEADER CONNECTORS REQ'D w/ TRUSS UPLIFTS <1,000#• FOR HIGHER UPLIFTS USE CONNECTIONS AS SPECIFIED ON STRUCTURAL PLAN. 1x3' T E- OR - .13 0 END -NAILS 0 KING -STUD TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & 2x10 HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HDRS. USE 12 NAILS.. ( ) WOOD*Tie ANCHORING RODS, PET DETAIL B/ST1, EACH SIDE OF IN2'OF EACH OPENING, WITH J K- G-STUO ASSEMBLY. AC N /KI INTERMEDIATE SHEAR FASTENERS, PER SILL PL SHEAR CONNECTOR SCHEDULE ON S-SHEET(S). z N HEADER, ADJACENT TO TOP > - PER CALL OUT ON STRUCTURAL PLAN. I _ � r - IF THE INDICATED EMBEDDED STRAPS) ARE NOT PROPERLY CAST -IN-PLACE, THEY MAY BE REPLACED BY THE FOLLOWING: (1) HTT22 ** SPH4-6-8 CONNECTORS AT TOP >-TO-CORNER POST ASSEMBLY AND 0 TOP >-TO-HEADER O MAX. 32"o/c. OUTSIDE CORNER OF GARAGE. 131x3" TOE- OR END -NAILS O KING -STUD TO HEADER : 2x10 HORS. USE (9) NAILS ''' 2x12 & EG. WOOD HORS I USE (12) NAILS. (1) MSTA-SERIES STRAP O EACH JACK -STUD TO HEADER. 2x10 HORS. USE 18" STRAPS, 2x12 & ENG. SWTOROADp HDRS. USE 24' EMB�DDED STRAPS MUST j *TYPICAL QONNEGTIONS ®STID i WOOD*Tie ANCHORING RODS /16" TIiICK (MIN.) (24/16 SP BE INSTALLED w/ ADDITIONAL R AR PER SEE STRUCTURAL FRAMING PIAN FOR NUMBER OF PLIES. fASTEN WALL I I DER DETAIL B/STI, AT INDEX) APA- OR TECO -RATED PC• OF i1M � ** Crx UMNs JACK -TO -KING STUD SHEATHING -TO -POST W/ MIN 8d's 0 12" 0 C OR GYPSUM -TO -POST W SIMPSON INSTRUCTIONS. ACSFMRI IFC CORNER POST, ETC. / / EACH END OF WALL WALL SHEATHING w/ 3'EN NO c MIN Sri's 0 4' 0/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2" OF 8d NAWNG, EXCEPT WHEN NOTED. *SPFGIFIEn NAUINr. REQUIRED FOR �I BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF EVERY PLY 1N ADDITION TO 2 PLYS_ JACK -/KING -STUD STHD14 AT CURB WALL I; ASSEMBLY &CORNER POST EDGES w/ 2x BLOCKING. III ASSEM@LY. ROD O CORNER (1) STHD14/-RJ CONNECTOR 0 (DILE IOST2) MAY BE INSTALLED TO LOCATIONS. EITHER D 11 U L TI P L E PLY POST CONNECTIONS FITH R SID OFFCCORNER JACK -/KING I STUD ASSEMBLY- MAY C USED LL POST ASSEMBLY. TO -FOUNDATION & 0 CORNER NON -CUR@ WALL (DILE POST ASSEMBLY -TO- 1/ST2) LOCATIONS. FOUND ATION. MAY BE USED STi NOT TO SCALE ( --_--__ --_ -- ___ _ -____ ___ - _.._. - _- ILL WOOD*Tie RODS) LENGTH OF CS16 STRAPPING w/ MIN. (10) 10d DOORS) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND + ATTACHED TO HORIZONTALLY ACROSS STUD ASSEMBLY & APPROPRIATE FRAMING BLOCKING, CONTINUOUS TO CORNER, FlLUNG ALL MEMBERS IN ** MAY USE PA51 or -68 STRAPS LLO. STHO's ACCORDANCE WITH AT STEM -WALL APPUCATIONS- ATTACH TO HOLES w/ 10d. (TYP - 4 STRAPS O HEADIER) & (2)ZxO BLOCKING (TYP). MATCH SIZE WOOD'Tle ANCHORING .RODS APPLICABLE TRAFITI I GA/ Tsd ar (2 )Tori T R 4 STRAPS O SILL)_ _ __ -.-_ OF ADJACENT FRAMING (STUDS), I - MANUFACTURER'S - - 3- L'. �4 INSTRucnoNS & HEADER �TO STUD STRAPPINGC�) H REQT�IONS. �' HEADER PER STRUCTURAL PLAN TYPICAL GARAGE DOOR OP��IIVG FRAMING DETAIL - U.N.O, L ST1 T T CALE N 0 0 S SPECIFICATIONS. " -- -_ _.. _ _.__ -_-- - - --. _. _ . r -.. --- -- -- - -- --- - _ _ --- , AT EXTERIOR DECKS, LEDGER 1-3/4" Width Pieces: ,, i SHALL MATCH JOIST DEPTH (MIN. *Minimum of (2) rows of 12d (3-1/4") Haile O 12' o/c. 1 ' S WB 2x8) AND BE ATTACHED TO EA CH * Minimum of (3) rows of 12d (3-1/4") nalia 0 12" a/c for 14" & D THING II 1� I NAIL THROUGH A.P.A. RATE SHEA 16"o/c (MAX) VERT. FRAMING w'/ deeper. INTO FRAMING W/ 8d AT 3" O.C. AT ALL Y4"dia. SDS -SCREWS - 3" LONG IF * Nailed connections require an additional row of nails when nail size EDGES AND INTO EACH PLY OF EACH _ 'I DOUBLE INTERIOR PLATE, 12" O.C. DIRECTLY ATTACHED TO FRAMING, w * is smaller than specified above (min. 0.128"X3"). ° ELSEWHERE. 3-1/2' LONG IF ATTACHED n Nail from BOTH SIDES of 3 -ply members rl W THROUGH SHTN'G. ¢ 13-1/2' Width Pieces ANQ 4-p 1-3/4" Width Piecex 12" .. N% - > *Minimum of 2 roa13` 2' bolts 0 24' o/c stag ed, ,I 'I FOR OTHER UPLIFT HARDWARE AND ,,,QUANTITY OF SCREWS: O l 2x8 LDGR: SCREWS 2x STUDS ..�� 12' I I CONNECTIONS, SEE TYPICAL WALL i6t) i - SECTION AND TYPICAL HEADER 12x10 LDG-R: (7) SCREWS _ _ PER TABLE. 12• ' I i FRAMING DETAIL III22?l2 LDGR: (8) SCREWS_ _ _ I• (2)2x( )HEAD AT DOUBLE INTERIOR 1 #2 SYP LEDGER FASTENED TO 16'0/ TRUSS-TGO LEDGER 11' i AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST : (MAX) STUDS w/ .131x3" GUN NAILS O EA ' (TYP) PLATE TO SECOND PLATE W/ (2) ROWS STU,D_-EXTEND TO STUD BEYOND LAST TRUSS. I li' CONNECTOR �1 SPECIFIED Y' I 1 12d COMMONS AT 8" O.C. �,� @Y TRUSS I �� u.- .. c.- -. ' . :.., 1 SIDE PANEL HEIGHT TO _� 'I _EGINEER. I y _ _.. ._. _ , 11 I (i WIDTH REQUIREMENTS TR cs FnOFR & CONNFTION SCHEDULE (Ryj PER TRUSS) IZ ' T 2'-1" 7/16' THICK (MIN.) (24/16 -- 1'-8 1 2 N 1'-5 SPAN INDEX) APA- OR t '' - D RECTIONS. Y I TECO -RATED WALL SHEATHING � T I �r.. t TRADITIONAL 3 (3) w/ (1) ROW OF 8d NAILS 0 N (1) ROW OF NAI S O $" N 3"o/c AT TOP OF SHTN'G (IN TO TOP >) AND AT BOTTOM OF LUMEN WI NDOW DOE SN'T ATTACH tOd NAILS O 4" O.C. • O.C., STAGGERED AS SHOWN, EA SHTN'G (IN TO HDR.) NO (1) ROW OF 10d NAILS 0 STAGGERED, " PLY. I ADDITIONAL >-TO-HEADER I CONNECTORS Rill w/ TRUSS 6" O.C. 1 1/4" OFF i 5 / • UPLIFTS <1,000#. FOR HIGHER STAGGERED, S OF 2x6. • o0 UPLIFTS USE CONNECTIONS AS WITHIN 3/4" 2 1 :" * * SPECIFIED ON STRUCTURAL OF CENTERUNE OF 2x4 ARTIALLY INCLOSED PLAN. TRUSS TO > CUPS TO BE ATTACHED TO SHEATHED ONLY. S TABLE TRANSOM S EE • '.p CIALII ${BE W WTSIDE•CORNER 0 FOR SIZE & CONNECTION(S). SW1 III GARAGE. KI G -STUD S CK- & N JA ( ) (1) HITS OR (1) PHD6 •Ti 1 "die WOOD e () ROD (MATCH HTT22 EMBED./EDGE DIST.) .131x3" TOE- OR END-NAIL3- PER CALLOUT ON STRUCTURAL PLAN, O KING -STUD TO HEADER. COL. BELOW W/ 1st FLOOR HOLD-DOWN AT BASE 1 1/2' 2 7 5/g" 2x10 HDRS. USE (9) NAILS, 1 1/2' �f 2x12 & ENG. WOOD HDRS. SpF _ Si� m2 S* l S1TP �sG 1 USE (12) NAILS. HEADER, ADJACENT TO TOP > - PER CALL OUT ON STRUCTURAL PLAN. I _ � r - IF THE INDICATED EMBEDDED STRAPS) ARE NOT PROPERLY CAST -IN-PLACE, THEY MAY BE REPLACED BY THE FOLLOWING: (1) HTT22 ** SPH4-6-8 CONNECTORS AT TOP >-TO-CORNER POST ASSEMBLY AND 0 TOP >-TO-HEADER O MAX. 32"o/c. OUTSIDE CORNER OF GARAGE. 131x3" TOE- OR END -NAILS O KING -STUD TO HEADER : 2x10 HORS. USE (9) NAILS ''' 2x12 & EG. WOOD HORS I USE (12) NAILS. (1) MSTA-SERIES STRAP O EACH JACK -STUD TO HEADER. 2x10 HORS. USE 18" STRAPS, 2x12 & ENG. SWTOROADp HDRS. USE 24' EMB�DDED STRAPS MUST j *TYPICAL QONNEGTIONS ®STID i WOOD*Tie ANCHORING RODS /16" TIiICK (MIN.) (24/16 SP BE INSTALLED w/ ADDITIONAL R AR PER SEE STRUCTURAL FRAMING PIAN FOR NUMBER OF PLIES. fASTEN WALL I I DER DETAIL B/STI, AT INDEX) APA- OR TECO -RATED PC• OF i1M � ** Crx UMNs JACK -TO -KING STUD SHEATHING -TO -POST W/ MIN 8d's 0 12" 0 C OR GYPSUM -TO -POST W SIMPSON INSTRUCTIONS. ACSFMRI IFC CORNER POST, ETC. / / EACH END OF WALL WALL SHEATHING w/ 3'EN NO c MIN Sri's 0 4' 0/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2" OF 8d NAWNG, EXCEPT WHEN NOTED. *SPFGIFIEn NAUINr. REQUIRED FOR �I BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF EVERY PLY 1N ADDITION TO 2 PLYS_ JACK -/KING -STUD STHD14 AT CURB WALL I; ASSEMBLY &CORNER POST EDGES w/ 2x BLOCKING. III ASSEM@LY. ROD O CORNER (1) STHD14/-RJ CONNECTOR 0 (DILE IOST2) MAY BE INSTALLED TO LOCATIONS. EITHER D 11 U L TI P L E PLY POST CONNECTIONS FITH R SID OFFCCORNER JACK -/KING I STUD ASSEMBLY- MAY C USED LL POST ASSEMBLY. TO -FOUNDATION & 0 CORNER NON -CUR@ WALL (DILE POST ASSEMBLY -TO- 1/ST2) LOCATIONS. FOUND ATION. MAY BE USED STi NOT TO SCALE ( --_--__ --_ -- ___ _ -____ ___ - _.._. - _- ILL WOOD*Tie RODS) LENGTH OF CS16 STRAPPING w/ MIN. (10) 10d DOORS) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND + ATTACHED TO HORIZONTALLY ACROSS STUD ASSEMBLY & APPROPRIATE FRAMING BLOCKING, CONTINUOUS TO CORNER, FlLUNG ALL MEMBERS IN ** MAY USE PA51 or -68 STRAPS LLO. STHO's ACCORDANCE WITH AT STEM -WALL APPUCATIONS- ATTACH TO HOLES w/ 10d. (TYP - 4 STRAPS O HEADIER) & (2)ZxO BLOCKING (TYP). MATCH SIZE WOOD'Tle ANCHORING .RODS APPLICABLE TRAFITI I GA/ Tsd ar (2 )Tori T R 4 STRAPS O SILL)_ _ __ -.-_ OF ADJACENT FRAMING (STUDS), I - MANUFACTURER'S - - 3- L'. �4 INSTRucnoNS & HEADER �TO STUD STRAPPINGC�) H REQT�IONS. �' HEADER PER STRUCTURAL PLAN TYPICAL GARAGE DOOR OP��IIVG FRAMING DETAIL - U.N.O, L ST1 T T CALE N 0 0 S SPECIFICATIONS. " -- -_ _.. _ _.__ -_-- - - --. _. _ . r -.. --- -- -- - -- --- - _ _ --- , AT EXTERIOR DECKS, LEDGER 1-3/4" Width Pieces: ,, i SHALL MATCH JOIST DEPTH (MIN. *Minimum of (2) rows of 12d (3-1/4") Haile O 12' o/c. 1 ' S WB 2x8) AND BE ATTACHED TO EA CH * Minimum of (3) rows of 12d (3-1/4") nalia 0 12" a/c for 14" & D THING II 1� I NAIL THROUGH A.P.A. RATE SHEA 16"o/c (MAX) VERT. FRAMING w'/ deeper. INTO FRAMING W/ 8d AT 3" O.C. AT ALL Y4"dia. SDS -SCREWS - 3" LONG IF * Nailed connections require an additional row of nails when nail size EDGES AND INTO EACH PLY OF EACH _ 'I DOUBLE INTERIOR PLATE, 12" O.C. DIRECTLY ATTACHED TO FRAMING, w * is smaller than specified above (min. 0.128"X3"). ° ELSEWHERE. 3-1/2' LONG IF ATTACHED n Nail from BOTH SIDES of 3 -ply members rl W THROUGH SHTN'G. ¢ 13-1/2' Width Pieces ANQ 4-p 1-3/4" Width Piecex 12" .. N% - > *Minimum of 2 roa13` 2' bolts 0 24' o/c stag ed, ,I 'I FOR OTHER UPLIFT HARDWARE AND ,,,QUANTITY OF SCREWS: O l 2x8 LDGR: SCREWS 2x STUDS ..�� 12' I I CONNECTIONS, SEE TYPICAL WALL i6t) i - SECTION AND TYPICAL HEADER 12x10 LDG-R: (7) SCREWS _ _ PER TABLE. 12• ' I i FRAMING DETAIL III22?l2 LDGR: (8) SCREWS_ _ _ I• (2)2x( )HEAD AT DOUBLE INTERIOR 1 #2 SYP LEDGER FASTENED TO 16'0/ TRUSS-TGO LEDGER 11' i AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST : (MAX) STUDS w/ .131x3" GUN NAILS O EA ' (TYP) PLATE TO SECOND PLATE W/ (2) ROWS STU,D_-EXTEND TO STUD BEYOND LAST TRUSS. I li' CONNECTOR �1 SPECIFIED Y' I 1 12d COMMONS AT 8" O.C. �,� @Y TRUSS I �� u.- .. c.- -. ' . :.., 1 SIDE PANEL HEIGHT TO _� 'I _EGINEER. I y _ _.. ._. _ , 11 I (i WIDTH REQUIREMENTS TR cs FnOFR & CONNFTION SCHEDULE (Ryj PER TRUSS) IZ ' 8 T 2'-1" .131x3' TOE- OR 1'-8 1 2 N 1'-5 D ®2x62 t '' - D RECTIONS. Y I ODHEADER. � T I �r.. t TRADITIONAL METAL $DR& USE (6) NAILS, '� VANDOW HEAD -APPLICABLE ONLY C ONTINUOUS LATERAL � •�' 2x10 HDRS. USE (9) NAILS, 2x12 & ENG. LUMEN WI NDOW DOE SN'T ATTACH ! !, MORE THAN ONE PIEC 00 SO HY E 1 WOOD HORS. USE 2 TO HEADER. SEE TABLE FOR OVERLAPPING AT LEAST 2 TRUSSES CONNECT TO EACH NAILS.. SIZECTLY SIZE & CONNECTION(S). TRUSS MEMBER W/(2) (1) Ya"dia WOOD*Tie ROD (2) CS16's ACROSS FLOOR SYSTEM TO HEADER OR STUD --- 1 �+ -__ -__. _ T v , (1) MSTA-SERIES STRAP _ - i , i, r. _.__ i - O EASki JACK -STUD TO HEADER. 2x6 HDR. USE INTERMEDIATE WINDOW HEAD - APPLICABLE w/ DETACHED ARTIALLY INCLOSED 12" $TRAPS 2x8 & 2x10 HDRS. USE 18" STRAPS, ONLY. S TABLE TRANSOM S EE 2x12 &ENG. OD HDRS. FOR SIZE & CONNECTION(S). SW1 ENCLOSED PS USE 24" STRAPS. KI G -STUD S CK- & N JA ( ) (1) HITS OR (1) PHD6 •Ti 1 "die WOOD e () ROD (MATCH HTT22 EMBED./EDGE DIST.) 1 SP H4-6 8 CONNECTOR () O UNCI F JACK -STUD TO 1 PER CALLOUT ON STRUCTURAL PLAN, HOE USE (1) I'1 COL. BELOW W/ 1st FLOOR HOLD-DOWN AT BASE EMBED./EDGE DIST.) w/ 3"x3"xY4" ROUND -MOLE WASHER ARTIALLY INCLOSED UDS T 0 QQUBLE JACK -STUDS TO ' BL WINDOW SILL - SEE TABLE F SIZE & CONNECTION(S). FOUNDATION. USE (1) I,I HTT16 0 TRIPLE (OR MORE) i 1 JACK TO WINDOW(S) AND I- Z- -- SHALL BE _ _ -STUDS FOUNDATION.'' .�Li00R(S) 11 ATTACHED TO APPROPRIATE ANCHOR BOLTS PER FRAMING MEMBERS DETAIL A/517, TYP. IN ACCORDANCE VATW APPLICABLE 8 T 2'-1" 6' 1'-8 1 2 N 1'-5 4' 1-21 2 D RECTIONS. Y I I WOOD"l ANCHORING RODS TRADITIONAL METAL CONNEcroRs HEADER ORS E PAN/OPENING F R ' WALL HEIGHT �.- 1 REO+ .<FL - EN cl ,, L' .. _ - /M1 "I' S 7 ,f .I M1 JAL -L TCL Pd PILES - - ': }' 7 /'-, ) o- i TGF PI' c RI f TIAL L J - MAYIMUJ ".N/OPENING FOR MSER li - VEN WALL "EIGHT ,� I, T „I , OS Sf f l F0 7 III ;,4 0' 4 �_I i .. E - X2 7' 1'. 3 1 6 7 I ^ T,.F 7 4` - - - 5'-7" _ EEXTERIOR WALL ':NG H = I __ ' MAXI UM SPAT � 11.E FJ GIVEN WALL HEIGHT HECTWN REQUIRED L L�'4 AT ENDS o z --r' 8' s' to 1Y-� I - - - 1 1 Z,'4. 4-2 3 8" 3' 4 3 O" TE NAILS X4 6' 2� 5 6 5' O 4 6" - 1 X 10E � S f6 )I R' : 5 v 4 6" 6 3' TOE 1 -' --- - - -- - eTYPICAL OPENING FRAMING DETAIL - U.N.O. ST1 NOT TO SCALE (q L t L I j I I c 11 h ft MIN. w T 2'-1" 6' 1'-8 1 2 5 1'-5 4' 1-21 2 ` Rv# 0-776.........2x6 w 5 NAILS EACH STU . NAILS Rv# 777-1241..._.2x8 w/(8) NAILS 0 EACH STUD. ECTIO F TIPL PLYS R DETAI SCL BEAMS U.N.O. I II (1) DIAL. BRACE OVER MIN. (4) / 1 j II I \' TRUSSES APPLIED TO BACK SIDE OF TRUSS / jl APPLIED TO FRONT SIDE WEB. CONNECT TO EACH WEB NAI S. INSTALL DIAG. BRACES 1 W/ (2) L / �/ OF WEB O EACH END OF CONT. LATERAL Y I WOw-Tie RODS BRACE UNES & O MAX. 2V WOOD*Tie RODS SW INTERVALS BETWEEN ENDS. !I g"o/c C ONTINUOUS LATERAL � •�' C UST E A E OF IF LATERAL BRA E M B M D BRACE QUANTITY AND '1i LOCATION DEFINED BY 11 ! !, MORE THAN ONE PIEC 00 SO HY E TRUSS ENGINEER. !: I OVERLAPPING AT LEAST 2 TRUSSES CONNECT TO EACH 4"o/c 12'0% TRUSS MEMBER W/(2) (1) Ya"dia WOOD*Tie ROD (2) CS16's ACROSS FLOOR SYSTEM TO HEADER OR STUD NAILS v , v- - - r, j, - --' - =--- - i , i, r. _.__ i - FOR TRUSSES 0 24" 0/C MAX T -BRACE FASTENED TO WEB W/ .131x3" a 6" O/C. T -BRACE TO BE SAME SPECIES AND GRADE AS WEB TO BE BRACED. SIZE OF MEMB AS SPECIFIED BY TRUSS DESIGN EGINEER(MIN, 1 X4). -. TRUSS WEB REQUIRING . io I WALL SHEATHING - SEE TYPICAL WALL SECTION (A/ST1) FOR-- ADDITIONAL SPECS 2x4 PLANK ORIENTED LATERAL BRACES 9 24" 0/C TOP AND BOTTOM. FASTEN TO FLOOR TRUSS W/ (3) 10d COMMON TOE -NAILS. BRACES TO EXTEND INTO FLOOR - SYSTEM (1) BAY. LATERAL BRACE LOCATION ON BOTTOM CHORD TO MATCH BRACE LOCATION ON TOP CHORD. I LEDGE l- 1 STI I I ST1 NOT TO SCALE NOT TO SCALE JI -_ FLOOR EDGE I I I I _. _-- - r-- - --_ - z -= -_�I BBON ON FLOOR TRUSSES NOT(SHOWN - ROOF/FLOOR I FOR CLARITY.) (1) HTT5 TO ATR (TYP). HEIGHT-UMITED TRUSSES SINGLE TRUSS APPUCATIONS MAY USE, I.L.O. EAQ ROOF OOR SHEATHI (2) #2 SPF 2x4 O EA. CORNER I -_�-__- 0 CORNERSODIRECTLY#BENEAIN4S I __ HTT5, (1) PHOS OR (2) PHD2's. IF FOOTING (SEE TYPICAL WALL SECTION) I PHD2's ARE USED, MATCH HTT4 ATR a BEAM WHEN 6x6 IS NEO'D• BRACING,NOTES. SPECS. IF OVER 1st FLOOR BEAM, 2X4 #2 SPF LEDGER i " _1 D 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. STRAP TO BEAM w/ (3) CS16's (3ply I - - E OXIED ALL T READ 0 EACH 1 2 DETAILS PRODUCED ABY LIN ERSECT TO WEBER.F THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS END POSTS REQUIRED). 1'' w/ (4) .131 X 3' TO 1 AWB - SPECIAL SHEARWALL DETAIL EACH INTERSECTING (3) .131x3" ( - __ -Q$ ALTERNATIVE AS SMOWN ON 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. CHORDS ON ; NAILS O EACH I - STRUCTURAL PLAN. 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I TRUSS MEMBER - I � i 11 USE WHEN BOTTOM TRUSS OR 11 SOT TO SCALE LEDGER TO I I ; ' 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS BLOCKING. ! I ` � ' ON OPPOSITE SIDES I I I BEAM -STRAP PER N/STI LION I OF WALL 7/16' A.P.A. OR TECO RATED - - - - - -- R PERMANEN SHEATHING W/ 6`/,z"a/� ed T ROOF &FLOOR LATERAL BRACING "' �,1 2x4 #2 SPF BLOCKING 0 , (4) ,131x3" TOENAILS li 1'. NAILING - 4 SIDES , 24" 0 C. REDUCE 0 EACH BLOCKING STl NOT TQ SCALE 5" FROM EDGE OF / » F TO TOP PLATE OF T. BEAM ABOVE SPACING TQ 16 o c OR - -- --- -- - ------ ------ __.. - -,----- - - ---- :: A / / _/ EXTERIOR WALL -:-.-_ _: - - __-.--- ------_---------------- ...._.-. --. _. _.-__ - --- -- SHEATHING/POST # OVERHAN LOC 16", O 24'o/c W/ 1 I SW2 AND 12" o c FOR WHEN THE HORIZONTAL DISTANCE FROM THE 2xa SYP oOK R -- _ - -_ _ SWT, •• 1 �_ -- ___ __ -.__ _ _:__ ___ - PEAK OF GABLE TO THE EAVE OR SEAT OF THE EXTERIOR WALL - TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) H5 OEACH OUTLOOKER TO TOP SW (TYPE) -. SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END MIN. 7/16" THICK (24/16 SPAN INDEX) APA- OR BUILT-UP OR BOXED COLUMN MAY UL SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) 'X' -BRACES MAY -OVERHANGS 16=> 24 0 16"o/c i TECO -RATED WALL SHEATHING ATTACHED TO 1 EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES, BE OMITTED AT THE CONTRACTOR'S DISCRETION. / FRAMING MEMBERS & BLOCKING PER TABLE BELOW. 1 , L BOXED COLUMN DETAIL BLOCK ALL UNSUPPORTED PANEL EDGES W/ MIN. 1 Til ** (2) H5 QEACH OUILOOKER TO TOP 2x4 BLOCKING. K TR S BL I KI DETAI ! ST1 NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END FA TEN ALL ROOF SHEATHING ... LL TOP >. C N G L KING AT ALL OOF - 2 I MIN. STUD END POST PER 2x4 BLOC R STRUCTURAL PLAN) O EACH END OF III ST1 C L 11 SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/ 8d ALL SUPPORTS w/ Bd 2x 2 SYP BLXN'G BTWN 0' OF G BLE WALL N ILS O 4'o c NAILS 0 4 o c DETAIL D -STI : ' I', 4 A A / # --. -- -_ --- /---.._- ,_- _-...-- SHEAR -WALL U.N.O.. SEE --- --- - �- _ __-- ___- -_ , T_�'---_-=_ --° __--_ -- - RS w/ .131x3 - OR ATTACHMENT OF P ST PLYS. - _ 1 2' WOOD*Tie ------ ------ ---"'. ; . - 3 .131x3" TOE -NAILS TOP CHOR or6TOPc>0 f u- __ - -- _ - ---- -- - R00 U.N.O. O OUILOOKER _ _ (,BLOCKING AT ALL ROOF ------ --___ __ - -- _ _ _ ____-_. -__.. �(- �� 5-1/:." MAX HEADER PER STRUCIURAL / DROPPED ( 3)¢) TOP CHORD 1 --__-- ------- -'i! I PLAN OR TRUSS LAYOUT r;? » . " BLOCKING -TO -TRUSS SHEATHING PANEL EDGES WITHIN' CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES I KING -STUD ASSEMBLY I #2 SYP DBL I OP CHO 2x L OR T" BRACING ON VERTICAL II 1 1 4-0 OF GABLE WALL. I' i'I WOOD TiE RO PER AT OPENINGS MAY SERVE TOP > NI WEBS AS SPEC'D BY TRUSS ENGINEER. II 11 • ,:.:r:. I : ' I - �---_..-.._ __ - - 2 t 2 SYP VER 'f 2x , : ': " _ " " AS END POSTS AT 4 # a:;= (3) .131x3 TOE -NAILS O I RAFTERS USE 2x6 #2 SYP/SPF RAFTERS 0 24 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3 TOENAILS. I/STI I --- ---- _.----- - -- I LAT 0 BTM TO TO `H MIN. 2x4 #2 SPF 0 MAX. 24"o/c w/ II 1 - " -W ENDS - -__-- OUTLOOKER-TO TRUSS TC _ SHEAR ALL .131x3 NAILS 0 6 o/c FROM BRAGG VALLEY NAILER USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x3 NAILS. ISI w/,(3) .131x3" NAILS I; I'. I '', I 11 I I I I INSTALL DBL 2x 1! --- -,, (2)MSTA24 W/(9)10d / TOE -NAILS PER END. ;!, TO WEB. ABSENT OF SPEC(S) ON L, RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*). !. BLOCKING IN _ -- _- EACH END OF EACH 2x #2 SYP DOUBLE TOP > ASSEMBLY �D'-� 5-1%2° AX - _. ,�'�;,,,_ :,1 TRUSS ENG., REFER TO "IXT. WALL 1 _ LOPE TO MATCH ROOF PITCH. '. RIDGE CRIPPLES - 2x4 #2 SPF ®2' 0/C (MAX HEIGHT = 6'-3"*). 1,' O E RWN-wnu,EPER \ FIRST TWo sTUD BEAM To PosT ;;, 2xa #2 SYP X" BRACING. LOCATE O PEAK &SPACE >j, STUD SCHED. ON STRUCTURAL SI, *IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w .131x3" NAILS ®4" 0 C MAX HEIGHT = 9'-10" . INTERMEDIATE SHEAR ASSOCIATED TABLE. \, SPACES. MATCH EQUALLY EACH WAY AS SHOWN BELOW. EXTEND 'X' DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR / / ( ) FASTENERS, PER DETAIL ! ___. __- ADJACENT ,I; S INWARD MI 8' FR M GAEL WALL AND . `,II I.L.O. > HEIGHT. DOUBLE AND/OR j SYSTEM TO UNDERSIDE OF DBL TOP > !.� *IF 2x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT 11'-2"). A/STT TABLE, TYR - ' I 11'! -- FRAMING. PER BEAM ABOVE ! BRACE N Q E :?i TRIPLE "L's s' As REQUIRED To AssEMBLY (® ouTLooKERs). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD 1 2x4 2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w 3 .131x3" / i ATTACH TO 2x4 VERT 0 MID -POINT w/ (3) .131x3" /T O # / ( ) -__ - TOP VIE�OF „ NAILS FM EA SIDE OF "X" BRACING. MIN. 3 EVENLY MAINTAIN MAX o/c SPACING WHEN j STRUCTURAL PLAN. TOE -NATES TO EACH TRUSS TOP CHORD. SPECIES( FROM O 1 I!, SIZE GR' R I' PT 2 SYP 4x4 POST I! » P # o X` eRacEs PER GABLE END. WEBS EXCEED SPACING SHOWN oN I I' ATTACH CRIPPLES TO RAFTER OR RIDGE w 3 .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w 3 .131x3" TOENAILS. " l STUD SCHEDULE. OSTlBEAIaI I I I 1 1 I I , -COLUMNS TALLER THAN 10' OR sx` / ( ) / ( ) GYN ROO !''� I N GI R MAX. `X" BRACE SPA G fjFtI� TOP CHORD GABLE ENGINEERED ROOF TRUSSES Q& ! RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). ti THOSE SUPPORTi G EN NEE ED o c ' TRUSS A F S ERS PER SILL > III PITCH 8' 0 INTERMEDIATE SHE R A TEN 1/2" dia. 2 MSTA30 W 24 tOd WOOD PRODUCT: USE PT 2 ` �2 / _= t ,yi CONVENTIONAL RAFTERS/JOIST,, ;NAIL RIDGE ENDS TO COMMON TRUSS ®ONE END AND TRUSS TOP CHORD OR BLOCKING SEE ABOVE AT OPPOSITE END w 3 .131x3" TOENAILS. SHEAR CONNETOR SCHEDULE ON S-SHEET(5). pp*Tie 1 I () /( ) # 142 , % PITCH - 6'-0'o/c ' :� ( ) / ( ) I I NAILS NAILED TO PLATES - _- -_ __ - __---__--- sYP sxs POST. (u.N.o. oN _ _ 7/16" THICK (MIN.) APA- AI I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w PR PERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A ST1. 0 T U.N.O. AND BLOCKING ON INSIDE STRUCTURAL PLAN) TECO -RATED WAIL SHEATHING. / / TRDTN'L MTL CONNECTORS WOOD"ll ANCHORING RODS FACE OF WALL. _ ___-__, __. -,' MATCH NAL SIZE/sPAGINc _ -_ I`i__-__YY_- __ SEE TRUSS DETAIL "VALCONVF1T03" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. , I I -_- -___ - - 11 EXTRA ROD Ill FOR SHEAR -WALL HOLD DOWN IN DESIGNATED FOR WALL BELOW ''i - - : --- - - - -- - - - - - - -_ DDITION TO , _ _..-.. BLOCK ALL PAN LEDGES. ----- _.--- -____ ._. - .----_... - -_-. ---- -- ---- - --- --- A A RODS USED FOR UPLIFT. GABLE NY I 2x4 #2 sx3 LATERAL BRACING BALLOON FRAMED I 1I LAB CONNECTION HATH w/ (3) .131x3" NAILS INTO EACH 'I III MATCH EDGE NAILING - -,- MATCH EDGE NAILING _- - __ __ 2x4 2 SYP 'CATS'O I POST TOS I *■ PATTERN FOR PATTERN FOR , # I TRUSS BOTTOM CHORD MATCH CONNECT END OF LATERAL BRACE TO 1 BALLOON FRAMING MAY BE USED WITH 2x #2 SYP CONTINUOUS J 12" ATTACHED TO nd FLOOR WA 2 LL ABOVE FASTEN FLOOR DECKING (PER A/ST1) TO LATERAL BRACE W/ (4) 10d COMMON NAILS 2x4 DIAGONAL BRACE 0 24" -- O/C, DIAGONAL ��I BRACE TO LATERAL BRACE W/ (3) 10d COMMON NAILS AT EACH END INTERMEDIATE FLOOR SYSTEM CEILING UNE I III I BEAM ABU44 OR ABU66 W/ (12) t6d 1 II ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF SPECIFIED SW (BELy, o% L ABOVE TT1 ATR, SPACING &LOCATION OF BOTTOM CMORb OF GABLE TRUSS w/ 11 EIItIEB_ TOP > S W 4 12d & ATR OR 1) H 6 & P AT SHEATHIN TOP / ( ) i ( FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN T ACENT "X" BRA ING. SHEAR WALL TO ADJACENT ADJ C 2.5 H5'sORE. I 'i - 2 H s Q 1 COMMON .AILS & O CHOR OF INDICA D N I I FRAMING BE CONTINUOUS FROM THE CHORD aF INDICATED PARALLEL TRUSS. ADD .131 D TE I �T QL� C I'�. TRUSS CONNECTION. I ATTACH TO EA H Y TRUSS CONNECTION OOR BELOW TO TOP P ATES IMMEDIATEL IIS L x 3"NIL FROM TRU C O OM OF GA A S SS B 2x STUDS CONTINUOUS FROM ATTACH B TT CHORD BLE ADJACENT TRUSS W 1 � / :. (ADJACENT, AND CONNECTED TO, TO THE !:I FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP > ASSEMBLY w/ B A TO 2x AND FROM D TO (3) tOd COMMON i 1 p -7 OF GABLE TRUSS. SEE UNDERSIDE OF THE OUTLOOKERS A 0 tE TOP > -MATCH EDGE - " _ -- _ .131x3" TOENAILS 0 6"o/c &EITHER GABLE TRUSS fS USED, IT tlEAY BE APPLIED TO TOE -NAILS. !I !. FASTENSTUD PLYS - STRUCTURAL PLAN. II I NAILING PATTERN FOR TOGETHER PER DETAIL -/- MSTA12 STRAPS 048"0% OR LTP4 1 " e� ;;,.�, ,`� `'" THE INSIDE OF THE WALL STUDS AND THE B.C.% SPECIFIED SHEAR -WALL 2x /. . /\ / PLATES O 32"o c _f__ \ / vi,, / 11 I I D-ST1. / / / I / ATTACHED TO EACH STUD WITH (3) .131 X 3' , II __- MUST MATCH OR EXCEED ENG. TRUSS ---- --- NG. // � / / / � / / /y � ENG TRUSS E TRUSS I 8 d COMMO N - - F EACH -W L SE MENT HOLD DOWNS EACH END 0 SHEAR A L G SHEAR -WALL ' NAIL SPACING Tat -FLOOR SHEAR -WALLS 2nd -FLOOR SHEAR -WALLS DESIGNATION PANEL EDGES PANEL FIELD TRADITIONAL HARDWARE WOw-Tie RODS TRADITIONAL HARDWARE WOOD*Tie RODS SW ENCLOSED g"o/c 12"o/c WALL SEGMENTS >-15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) HTT16 OR (1) PHD2 WALL SEGMENTS > 15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG (e Odia WOOD•Tie ROD (2) CSIt's ACROSS FLOOR SYSTEM TO HEADER OR STUD COLUMN BELOW w/ 1st FLOOR HOLD-DOWN AT BASE WALL SEGMENTS O 15' LONG: NONE REQ'D. WALL SEGMENTS � 15' ° ONG. 1 d a L ( ) WOOD*Tie ROD ALLY ap p ACL 6'0/C 8"0% SW2 ENCLOSED 4"o/c 12'0% (1) HTT4 OR (1) PHD2 (1) Ya"dia WOOD*Tie ROD (2) CS16's ACROSS FLOOR SYSTEM TO HEADER OR STUD (1) Y2"dia WOOD*Tie ROD ARTIALLY INCLOSED 4'o/c 8"0% FLLOOR HLOLD DOWN AT BASE SW1 ENCLOSED 3'o/c 12"o/c (1) HITS OR (1) PHD6 •Ti 1 "die WOOD e () ROD (MATCH HTT22 EMBED./EDGE DIST.) + 3 C i6 s ACROSS ( ) S FLOOR SYSTEM TO HEADER OR STUD s ^^ 1 dia W OD*Tie () � 0 ROD (MATCH HTT22 w/ 3"x3"xY4" -H WASH COL. BELOW W/ 1st FLOOR HOLD-DOWN AT BASE EMBED./EDGE DIST.) w/ 3"x3"xY4" ROUND -MOLE WASHER ARTIALLY INCLOSED 3'o/c 8'o/c I III I BEAM ABU44 OR ABU66 W/ (12) t6d 1 II ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF SPECIFIED SW (BELy, o% L ABOVE TT1 ATR, SPACING &LOCATION OF BOTTOM CMORb OF GABLE TRUSS w/ 11 EIItIEB_ TOP > S W 4 12d & ATR OR 1) H 6 & P AT SHEATHIN TOP / ( ) i ( FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN T ACENT "X" BRA ING. SHEAR WALL TO ADJACENT ADJ C 2.5 H5'sORE. I 'i - 2 H s Q 1 COMMON .AILS & O CHOR OF INDICA D N I I FRAMING BE CONTINUOUS FROM THE CHORD aF INDICATED PARALLEL TRUSS. ADD .131 D TE I �T QL� C I'�. TRUSS CONNECTION. I ATTACH TO EA H Y TRUSS CONNECTION OOR BELOW TO TOP P ATES IMMEDIATEL IIS L x 3"NIL FROM TRU C O OM OF GA A S SS B 2x STUDS CONTINUOUS FROM ATTACH B TT CHORD BLE ADJACENT TRUSS W 1 � / :. (ADJACENT, AND CONNECTED TO, TO THE !:I FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP > ASSEMBLY w/ B A TO 2x AND FROM D TO (3) tOd COMMON i 1 p -7 OF GABLE TRUSS. SEE UNDERSIDE OF THE OUTLOOKERS A 0 tE TOP > -MATCH EDGE - " _ -- _ .131x3" TOENAILS 0 6"o/c &EITHER GABLE TRUSS fS USED, IT tlEAY BE APPLIED TO TOE -NAILS. !I !. FASTENSTUD PLYS - STRUCTURAL PLAN. II I NAILING PATTERN FOR TOGETHER PER DETAIL -/- MSTA12 STRAPS 048"0% OR LTP4 1 " e� ;;,.�, ,`� `'" THE INSIDE OF THE WALL STUDS AND THE B.C.% SPECIFIED SHEAR -WALL 2x /. . /\ / PLATES O 32"o c _f__ \ / vi,, / 11 I I D-ST1. / / / I / ATTACHED TO EACH STUD WITH (3) .131 X 3' , II __- MUST MATCH OR EXCEED ENG. TRUSS ---- --- NG. // � / / / � / / /y � ENG TRUSS E TRUSS I I I I I \ \ �\ '</�, \\ �.'�Z, // / /! < \\ \ /\/\/\/\i:•\�. PP�TFORM FRAMED ** BOTTOM CHORD OF GABLE TRUSS MAY BE �� " AND THE T.C. TO THE TOP PLATES w 131 X 3" 0 4"o c IN 2 STAGGERED ROWS. - / O SHEAR -WALL -CONSTRUCT LENGHT OF SHEAR -WALL I I SHEAR -WALL - CONSTRUCT I I �! __-. _. 1 � �� 1L__ - X11-__- / . / / / /, / / ,. �� \ • � FOOTI G�� SEE //%/�' N ( P N FOR '1.. \/ FOUND ATION LA SIZE) FLAT SLOPED OR COM INATION THEREOF. IN B AI,I,,, INSTANCES: VERTICAL WALL FRAMING M BE CONTINUOUS FROM FLOCK BELOW TO TOP PLATES IMMEDIATELY ADJACENT, ANO � %� ,-,., - -- F 1 t OU OOK IS I 1 a TL ER ,.,,: __-___:_-. > 32" FROM FASCIA I I BOARD, DOUBLE 1st OUTLOOKER ONLY. PER SPECIFICATION. EITIIf OR BOTH SIDES) MAY BE SHEATHED• EDGE OF 2x NEED NOT I BE FLUSH WITH EDGE PER SPECIFlCA770N. EITH� OR BOTH SIDES MAY E O B 1 'II' H A S E THED ]r lul CONNECTED T0, BOTTOM CHORD ABOVE. ** / OF TOP >, II PORCH POST &BEAM THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A N ��I SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA I'I M CHANGE IN PLATE HEIGHT S f1 FRAMING DETAIL Ul . LII AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.LO. FRAMING THE OT TO SCALE SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL i SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL ! ST1 NOT TO SCALE N s TYPICAL GABLE -END FRAMING DETAIL - U N Q li SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL HEEAATHINAG. IS DETAIIL IS NOT APPLICABLE WHEN COMA TIfl ONAL e I ROOF FRAMING IS USED, R I G S,1 USE , I -II _ ____ -- - _- ___ - -_ _ ___ ST1 OT TO SCALE 11 -- - - ,I FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING OPTION #1 OP TI 0 ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM o/c _- _ - - __ --- - . _ -- - - - _ - - . -- _._z - INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNN�UEL TO TRUSS ABOVE DIAPHRAGM, REFER TO REPORT ICC ESR SPACIG OF BRACING. EXTEND HEADER TO KING STUDS I T _ ---- -- _ -- - - - -- - __ -- - - ----- TRAP. ESR 1046 "GYPSUM BOARD . 1 ACN END OF EACH S 1338 & = MN 5 Bd NAILS E SEE H.LB. '91 a nd BCSI 1-03 EX N ON S D TO TOP OF RIOR APP CATIONS `. TE D E TU INTERIOR & EXTE U ' MATCH EDGE HALING GINEERED _ _ �. NOTE: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO -RATED WALL I AL1 UNDER -EAVES (SOFFIT) 1;0 FOR ADDITIONAL D HEADER, INSTALL REMAINING STUDS TRUCTURAL PLAN. BE ED7 VINYL SofFlT N�ALLATION ANDDBRACING 1 AS JACK STUDS AND STRAP EACH F - PATT[]ZN FOR 2x4 #2 SYP NAILER TO ROOF/FLOOR SHEATHING SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE S I' MATERIAL RATED &INSTALLED I S -- <^ - .-_ . JACK TO HEADER ON UNSHEATHED o „ SPECIFIED SW (BEL BOTTOM CHORD OF TRUSS T ";! . L PLAN --. AT SHEATHIN I / / / / / / CIURAL PLAN. I I WEADER PER STRUCTURA _ / 2 OPENINGS AND/OR PENETRATIONS GREATER THAN 1Yx12 ALLOWABLE ONLY R {DENTIFlED AS SUCH ON THE STRU FOR THE APPLICABLE DESIGN :1 SIDE w/ (1) MSTA24 PER PLY. , 11 r . W 10d COMMON 0 3 o c. 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL MIN. 48' LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. I', PRESSURES FOR THE SPECIFIC I ✓ • D N » ;., '`a:,.,, 1x4 SYP CONTINUOUS BRACING 111 „^ " II, ,_ I TRUSS CONNECTION. MAX 7/16" THICK MIN. 24 16 II BLOCKDING BETWEENTIJOIST/ / /�I I/ / / / I / 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24 s (ONE EACH SIDE OF >) CENTERE 0 I APPLICATION, 4@, )§ THICK -_ ( ) ( / TRUSSES ABOVE 1 at STORY EACH SPUCE.i (MIN.) APA- OR TECO-RATEO'' - w/ (2) 10d TO EACH TRUSS. ''` FASTEN TOP PLATE TO ALSO r -T � SPAN INDEX) APA- OR /;i/ / / / / , 11 / SHEATHING w 6" 6"o/c -1 / -' DO NOT SPLICE -OVERLAP W 2 ROWS OF 16d N I "''I TECO -RATED WALL SHEAR -WALLS. ATTACH 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR - .s/ `':,_ TRUSSES. 1,, --r,, 3 o(c) TYP..�,: SHEATHING TO BLOCKING / / /;� / / JOINTS MIN. (2) / / // ( ) ENG• Auks SHEATHING w 3 o SHEAR -WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR T�-BEAM) INCREASED TO 12 FOR 1/2 dia AND 15" FOR 5/8"dia RODS. 6d NAILING. BLOCK ALL - O IXp pR / L w/ 8d NAILS O 6b/c AND '/ / / / / ; / ---- _.. `ce>. EXTEND BRACING T SEE CALL -OUT - =' NAILING BLOCK ALL ATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM I , UNSUPPORTED PANEL EDGES. - _-`� __ - L. 16* MIN. FOR 1 STORY �- BLOCKING TO TOP PLATE / / / ,:I✓ /_ _ __/ / i I... / 6) AT LOC 1 _ ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. _ _ BRACED WALLS &ATTACH. ON STRUCTURAL - ATTACH SIE / 8d _ __ - ---- . PLAN AT SPEC, " / 24 MIN. FOR 2 STORY _ - UNSUPPORTED PANEL - ` BdSNATLSHN 3TMIGRID PATTERN S TO NAILQt W/ 8d EDGES w/ 2x BLOCKING. w/ 0.131"x3" TOE NAILS 0 - - - -- ':I ". I' " " OPENENG. ., ;, COMMON O 3'o/c. 4'0/C IN (2} STAGGERD q. - _-_ -:-: F TYPICAL SHEAR -WALL ASSEMBLY DETAIL SHOWN & 3 o/c INTO ALL FRAMING li PERASPEC CATIQNNSTRUCT ROWS. ' 7 /7 a/c 5d COOLER MEMEBERS STUDS, BLOCKING, AND II III 1- • I GIS T! SILLS) (TYP). ,i'�l II,,,�', ** IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE , DOUBLE TOP > OF� 1' ST1 NOT TO SCALE NAILS OR #6, Ys lE CONTINUOUS BRAC N I I DRYWALL SCREWS. APPLIED TO THE OF THE I' I,,,I EMBEDDED STRAPS ARE TO TOP >S W/ 8d SIDE OF WALL OF BOTTOM WALL �TTOM - NOT PROPERLY CHORD N R. '�i __ ALE .. ----------- /�\\ BOTTOM CHORD (AND, j < ,. , ::; - R ER �,,, , " i COM ON / - v TRUSS BOTTOM CHORDS MAY BC� INTERMEDIATE NON CON CST -IN-PLACE AT GYPSUM CLN'G A U N Y THE SUBSEA E TL T FR ETAIL. MATCH R BRA CED BY METHOD - POR AL AME D FOUNDATION POU I EIINEER THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A • I I e ROD ADJACEN T TO IS ATTACHED TO 1}i E BRAC NG 1 WOOD Ti TYPICAL S E STRUCTURAL AY IRU TO-> CONNECTO : () 1x4 BRACING E THEY M BE SS R THE CONTINUOUS RATHER 1H AN DIRECTLY TO THE MAX. FOR ADDITIONAL INFORMATION, REPLACED WITH HTT22's SHEAR -WALL TO A HOitIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE STUD POST IF PORCH BEAM IS I CONVENTIONAL LUMBER (2x8 2x10, TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID STUDS PER _ i TRUSS) THE MAXIMUM o/c SPACING HEIGHT CONNECTORS, ETC. : *• III AN ENgN[7:RRE0 TRUSS, AND MAY BE USED LEO. FRAMING THE TYPE (DILE A/STT) 1 WOOD'TIE ROD ALLOW PORCH BEAM TO BE LET IN TO CEIUNG DIAPHRAGM (SHOWN AT STRUCTURAL PLAN. - - SHEAR -WALL CONTINU(A15 TO THE UNDERSIDE OF THE HORIZONTAL II 11 2x12, ETC) O ""�` OF THE BRACING IS 24". 7 1 2x4 SPF LEFT). STRAP TO HEADER ON 10' 1 „ ACH SIDE OF POST IF WALL PROVIDED THA () #2 ''I ** EMBEDDED STRAPS I' SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL ADJAOJT TOE UNSHEATHED SIDE w 1/8" FOR A PANEL SPLICE if neededj,,`1 STUDS /SHEAR LUAU_ POST IS ADDED TO EACH SIDE OF / ( rI I1 ROOF FRAMING IS USED, PORCH BEAM IS ENGINEERED LUMBER LS L P ETC. PORCH BEAM TO SUPPORT TOP >. 1N I I'' DIAPHRAGM wIETHOD CONTINUOU WOOD BRACING METHOD (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, MUST BE INSTALLED w/ 11 ( L" VL SL ) ADDITION, (1) WOOD*Tie ROD SHOULD GYPSL M CLN'G '� ADDITIONAL PC. OF #4 I FRAMING PER PLAW & OCCUR WITHIN 24" OF PTI 4 R AR PER SIMPSON 0 0 MID -HEIGHT OF W L 1 EB AL PTI ON 3 BE INSTALLED TO EACH SIDE OF (REQUIRE_, USE OF EXTERIOR -GRADE GYPSUM BOARD WHEN 7/t6` THICK (MIN.) (24/16 SPA ,', INSTRUCTIONS. ** � >� INTERIOR OR IXTERIOALLS RUNNING PORCH BEAM AND (1) MSTA24 SHOULD USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) INDEX) APA- OR TECO -RATED INTERIOR SWEAR -WALL$ RUNNING PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR BE ATTACHED TO (1) SIDE OF EACH WALL SHEATHING. BLOCK AU_ 1fi" MIN. FOR 1 STORY VERTICAL WEB 6' TO V-6 IN FO 2 STORY UNSUPPORTED PANEL EDGES w 24" M R �^ \, �.,_ ���\ TOP > CENTERED ON THE JOINT. 1 / � � �� '-. �- \ P TYI ICALICAL BOTTOM CHORD BRACING & SOFFITS DETAILSBRACING & SOFFITS DETAILS zx BLocKNc. HORIzorITAL sTH014HLSHowN - _ -- - - - ----- _ - - - PORCH BEAM MAY BE NO STl NOT To SCALE APPLICATION REQ'D w/ STUCCO 1/2" die. ANCHOR BOLTS IN PROPER APP CATION WITH EXT. FINISH. W 7 MIN. EMBEDMENT & U � I . ' CURB WALL - ' FLOOR AROUND TOP PLATE PROVIDED �'.., _.. _ -_-_ - -,.-_ THE TOTAL DEPTH OF THE BEAM IS > 9-1/4" UNLESS NOTED ON THE STRUCTURAL SHEET. NAIL POST TO PORCH HEADER W/ (1) ROW OF . .131x3" NAILS O 2" 0/C. v=im^ I 11 I 2x #2 SYP TOP > I 1 PORCH BEAM, SEE STRUCTURAL SHEET F I 1 MINIMUM SIZE. SEE STRUCTURAL PLAN. I FOR STUD SIZE/SPACNG REOUIREMENTS. C� STUD POST -NUMBER OF PLYS TO MATCH HEADER. STUD POST SIZE AND GRADE TO MATCH WALL STUDS UNLESS NOTED OTHERWISE ON STRUCTURAL PLAN. CONNECT PLYS PER DETAIL D/ST1. IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER TO THE STRUCTURAL SHEET AND DETAIL N/STi FOR PORCH BEAM CONNECTION DETAILS. PORCH BEAM TO STUD WALL DETAIL ST1 NOT TO SCALE PORCH HEADER - - - c 2 3PIY 2x0 #2SSYP O (2) STHD14 - EMBEDED ;: PLACE II' 2x4 RIBBON BON2D SHEATHING STRAPS 14" INTO PT SILL >. ,' I1, "EMBEDMENT UNE" ! FOR FLOOR ANQ FOUNDATION. USE STHD14EU � AT BASE OF CURB SHEATHING - WHEN LOCATED AT A CURB ,_ _` t Wim- _ ----- TRUSS TOP CHORD ATTACHMENT. LOOK x INTERMEDIATE WALL (DTL 2/ST2) AND �r TRUSS BEARING BEGIN "EMBEDMENT" AT BASE TRUSS i4 . I OF TRUSS VERTICAL OF CURB WALL # OF TRUSS REQ'D PLACEMENT FOUNADTION PER STRUCTURAL PLAN. ' ' : ROOF SYSTEM OF OPTIONAL (I.LO. a I WALL FRAMIN -- 20d O 2x4cBLOCKI GOAT. ��// G y , o STHD14's) HTT22's p' , I1 T PORTAL FRAME DETAIL - __ HORIZONTAL 2x4 SPF #2 \ I (2) ROWS OF .131 x ST1 NOT TO SCALE BLOCKING BTWN TRUSS 'PLAN VIEW OF CORNER 3` NAILS O 6"o/c ROOF/FLOOR SHEATHING W THICK (MIN:) APA- OR DETAIL T SS TOP CHORD _ -- __ - - TECO -RATED SHEATHING w/ �"- __ - - -- - - - - -- ,I HEE �P�OR END CONTINUOUS 2x4 SPF #2 W/ ALL U S 8d NAILING. BLOCK 2x CHIMNEY FRAMING I VERICAL OF TRUSS --- ALL UNSUPPORTED PANEL EDGES - - ------------ ------ - (3) 331x3" NAILS TO EACH w/ 2x BLOCKING. MEMBERS -SEE STUD TRUSS VERTICAL & 0 6"o/c MIN. 7/16' THICK (-RAT SPAN .131x3" NAILS TO 1, TABLE FOR SIZE, SPECI€S Zx SYP BLOCKING w/ .131x31 j1 & MAX. o c SPACING - INDEX) APA OR RATED WALL ,_� INTERMEDIATE BLOCKING. ADD ',! SHEATH CHIMNEY w/ 5/16" / SHEATHING ATTA TO FRAMING >AASSEMBLY/& TO TOP OF TOP HARDIE w/ 6'/6" Bd OR USE OVERALL CHIMNEY MEMBERS & B LNG 0 ALL o (1) MSTAIB STRAP W/ (7) 1I 2Elply 2x'sAT HCORNERS. _ _.. UNSUPPORTED AN0. EDGES ,I� tOd ND 0 EA. SPLICE CONT. IXTERIOR WALL NAILING PER TABLE ON '; 2x4 MAYBE OMITTED IF (1) PORCH HEADER ASSEMBLY. 1 w� 6` jfzA % PLYWOOD DETAIL F/STI OCALL OUT ON - MSTAIB IS USED FROM TOP VIEW "--' . STRUCiUR PLAN. BLOCK -TO BLOCK ACROSS EA. (1) MTS12 OR (1) MSTAIB -- -- - TRUSS) 2x4 #2 SYP BLOCKING BETWEEN STRAP FOR A SQUARE , TRUSS- -> CONNECTOR: I'I TRUSSES BELOW CHIMNEY WALLS CHIMNEY & 2 HTS20'S OR i0 () III TOP > DOUBLE OF WA LL E COP OFFIC I w/ (4) .131x3" TOE/END NAILS (2� M5TA24'S FORA SEE TRUSS SCHEDULE FOR AT EACH END OF BLOCKING TO R CTANGLE CHIMNEY 0 EA TYPE (DTE A/ST7) �I! R RAF R. F N Y T TOP CHORD OF TRUSS 0 TE CORNER 0 CMIM E 0 STU EAR WALL ** DS SH ULAR 11 / INSTALL WAIL SHEATHING PANcLS 1! AT CORNERS OF RECTANG H R L RAFTER SS TOP C 0 D CHIMNEYS, USE 2x8 LEO. 2x4 - 2x4 BLOCKING BELOW. FRAMING SEE STRUCTURAL PLAN. INTE IOR OPOR - WITH LONG AXIS 8' LENGTH w/ (8) NAILS/END (I.LO, (4) ) RPERPENDICULAROR�A R ENNING HORIZONTAL AT 24"o/c TRUSS NAILS). END -VERTICALS -OR- BLOCK W/ 2x e CHIMNEY FRAMING DETAIL e SHEAR -WALL BRACING DETAILS SSUUPPIORTS°OR SHEATHNG. *fi o/a Q PORCH CEILfNG SHEATHING DETAIL TOP CHORD oR RA sT1 NOT TO SCALE STt �ST1 NOT TO SCALE NOT TO SCALE ® I IN LIEU OF WOOD PANI_L, SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORKS OR PROJECTS) WITHOUT THE EXPRESS WRITTEN PERMISSION OF "HE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4 - The CASTILLO Group A Florida Corporation Designers Engineers 6 o Roosevelt Blvd. 55 . Jacksonville, FL 32244 (904) 772-61o0 FL CoA No. 12117 :cPbgr . r n ( I I ^m W w Q W CTI W V D V ' 0 n Q W I rw i 0 � UO F- II Nt 0 U � Ld D� I o r J V U I- 0 Z Cn N w DESIGN RW DRAFT MEB CHECKED EAW SCALE N,T,S. DATE 7.6,2016 JOB N 0. - S0. FT. N a�pppp�I r 4i;* ,rr r +i+ 4." i � + s + + . i r 'a i �` : . �% w � \ 1V f . S IWic G�nn Holier, t W profs�Slo as neera 7i ` it y • FC ice ' I o. 162 5` * .�cO, I/r+� IiA/r.2Y . � 74,. SHEET 4 Of 5 (1) #5 VERT @ EACH SIDE OF STEM WALL HEIGHT CHANGE of _HORIZONTAL REBAR 24^ PER ST2 MIN. 14 STEM WALL HEIGHT CHANGE ST2 NOT TO SCALE HORIZONTAL #5'S @ 16 0/C. �-2 SEE ST FOR VERTICAL WALL CONNECTION. #5 HORIZONTAL. 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER 11 SEE 5T1 FOR VERTICAL WALL CONNECTION CLEAN, WELL COMPACTED, TREATED FILL l (TYP. VERTICAL REINFORCEMENT): MAY BE USED ____ __ ______ #5 DOWELS @ CORNERS & 24"o/c #5 HORIZ. 6" FROM END 4" CONC SLAB W 6X6X10 10 WWF AS BRICK LEDGE THEREAFTER 48" MIN. OF VERTICALS. - BEND OVER 6 MIL VAPOR BARRIER OVER 1 ALL DOWELS @TOP &BOTTOM, CLEAN, WELL COMPACTED, TREATED FILL SLOPE GRADE EMBED MINIMUM 6" INTO FOOTING x - '_'-- (1) #4 REBAR CONT. @ HEADER COURSE z - /48" INTO SLAB (GROUT ALL CELLS z SLOPE r II DIMENSIONS ARE I=-_ I ; SOLID) b GRADE J MIN. DISTANCES j O --I I' - ! 4" 1 STORY - - II N 1 DIMENSIONS ARE #5 VERTICALS d _'� —" 1 MIN. DISTANCES —i —,,, —! 6„ STORY II @ 24" O/C i Nz � II CLEAN COMPACTED I — - 2 - I- _ • • • , c0 SAND FILL I'I O L.. , ** EMBEDDED STRAPS • . t (TYP. HORIZONTAL— = --i W/0 BRICK MUST BE INSTALLED w/ II- _- (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ REINFORCEMENT): (2) I _j ADD CLEAN FILL AND COMPACT !SLOPE OF 1 ADDITIONAL PIECE OF #4 _ILII = 111 CORNERS & 48"o/c THEREAFTER -BEND ALL I W1.7(MW11) LONGITUDINAL T GRADE S REBAR PER SIMPSON ! -I —I I — 1 1 �" (M LIFTS. ** _ DOWELS @TOP &BOTTOM, EMBED MINIMUM 6 WIRES SPACED @ 16"(� I !- (TYP.) 3 III INTO FOOTING /12" INTO SLAB (GROUT ALL II W BRICK INSTRUCTIONS. ! PROVIDE HORIZONTAL 11 CELLS SOLID) REINFORCEMENT WITHIN 16" 1 STORY FOOTING SIZE *MAX. STEMWALL HEIGHT: (5) 1 STORY FOOLING SIZE W/O BRICK 12" WIDE W (2)#4 OR (2)#5 CONT. 8" COURSES. FOR WALLS > OF TOP AND BOTTOM OF / I, W/O BRICK 16"x10" W/ (2)#5 CONT. OR (2) # MASONRY STEM WALL. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # i1 (5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # 2 STORY DETAIL 1A/ST2 OR 1B/ST2 2 STORY —I --1 ,i W/O BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 LDEPENDING ON WALL HEIGHT. W/O BRICK 20"x10" W/ (2)#5 CONT. OR (3) # 8" CMU; GROUT ALL CELLS II #5 HORtZ. NEAR MID -HEIGHT. W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) #1 '! SOLID. MAX. (10) COURSES. 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL ADD CLEAN FILL AND COMPACT it ST2 NOT TO SCALE - _- IN 12" (MAX.) LIFTS. I I ST2 — NOT TO SCALE II I— (STANDARD FOOTING SEE DETAIL BELOW -- --- 1 II I— ** EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. Ii; STRAPS MUST BE I' * MAX. 2 COURSES - INSTALLED w/ 5 1 / 5 1/2" WIDE CONC. SILL TOP AT MAIN II ADDITIONAL PIECE SLAB LEVEL. TOP -TO -GARAGE FLOOR ABOVE SLAB LEVEL. SEE STt FOR VERTICAL IMPSON,I (1)#4 CONT. IN SOLID GROUTED WALL CONNECTION. SREBAR PER VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING I'• �4 INSTRUCTIONS. *. WIDTH BY MORE THAN 2" REQ ADDITIONAL I U -BLOCK COURSE I ANALYSIS) II TYPICAL SLAB 4" CONC SLAB W/ 6x6x1O/10 WWF III OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. z 11 Io CLEAN, W LL COMPACTED, TREATED FILL REINF. 1 STORY FOOTING SIZE SLOPE I W/O BRICK 16"x10" W/ (2)#4 CONT. -_—I I I !i- ! 1 W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. w m a GRADE -- i_ _I TYPICAL FOOTINGOR X w.< 5* -I l l i -I I I 11;SIZE/REINFORCEMENT,I 2 STORY CLEAN COMPACTED I W/0 BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. �N Hill I'I z o SAND FILL i 00 V' TYPICAL FOUNDATION I I —I, I -- IMENSIONS ARE III—ILII- 1A 6<10 COURSES STEM WALL FOUNDATION IN. DISTANCES I ST2 FOR STEM WALLS WITH 6<10 COURSES 2 FOUNDATION AT GARAGE I 2 FOUNDATION AT GARAGE II ST2 NOT TO SCALE ST2 NOT TO SCALE 1-1 /2" RECESS SLAB 3/4" FOR SGD I4" CONC SLAB W 6X6X10 1C F-IOVFR F Mil VAPOR BARRIER I -IMPPI I, j 015 STEM WALL W/ 45' CORNER DETAIL ST2 NOT TO SCALE PACTED, TRE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION FOUNDATION AT S.G.D. r2 NOT TO SCALE 1-1 /2" 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, W LL COMPACTED, TREATED FILL TYPICAL FOUNDATION ST2 G FOUNDATION AT DOOR SILL NOT TO SCALE SLOPE --`--- GROUT SOLID GRADE AROUND PIPE CLEAN COMPACTED SAND FILL 8" MIN. - DEEPEN FOOTING @ CHASE TYPICAL FOUNDATION LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTH. FOUNDATION W/ UTILITY CHASE ST2 NOT TO SCALE MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE STEM WALLS FOUNDATION DETAILS. TYPICAL FOUNDATION 5 FOUNDATION W/ UTILITY CHASB ST2 NOT TO SCALE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE it MONOLITHIC FOUNDATION DETAILS I TYPICAL FOUNDATION I No CONT. REBAR I � I , SEE STRUCTURAL PLANS FOR SIZE, LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN SLOPE 3/4" X 12" EXP. JOINT AT GARAGE DOOR 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIEER OVER CLEAN, WELL COMPACTED, TREATEY FILL _ 6 MIL VAPOR BARRIER -1 I l l I i III III=�' I 11 11 I ST2 -- eSLOPED TURNED DOWN EDGE NOT TO SCALE 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED F L — — 6 MIL VAPOR BARRIER Ili, i III1= III -III= I I=III -ILII ��I1= — =L1)#4 CONT_= g ,I; II '_1111=111 I ! 1=!III-1111 1111-I I - TURNED DOWN EDGE 9 NOT TO SCALE HEADER BLOCK OR FORMED & CAST @ STEP DOWN VARIES - ------ "---' - - --- - —I — TYP. SLAB TT Iil III= YPICAL FOOTING ST2 FOR SIZE/ REINFORCEMENT I� � 1111 ILII—ILII LOAD BEARING STEP DOWN (:S�T2:) NOT TO SCALE SLOPE z GRADE (TYP. VERTICAL REINFORCEMENT): #5 DOWELS = a a @ CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" THEREAFTER - BEND ALL DOWELS @TOP & 72" FROM END OF BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. SLOPE / 72" INTO SLAB (GROUT ALL CELLS SOLID) � SAND FILL #5 VFRTIC'AI S (I OZ(- SPACING -CLEAN_ COMPACTED z GRACE REBAR SPECS. d I 45` =-I a of ♦° I AN4BILL 00 6>,I a o ILI1)a Of •� .• SEE STRUCTURALQ PLANS FOR PAD 18 FOUNDATION Q W ~ n ST2 9 PAD FOOTING FOR STEM TO SCALE FOOTING SIZE, = a a 13-1/2 < 15 COURSES: 8"o/c I LOCATION & o (y PBASE REBAR SPEC'S. AD a v — PER STRUCTURAL PLAN SECTION VIEW LIII FACE VIEW 1s PAD FOOTING FOR MONO SLAB LAP ALL REI FORCEMENT MINIMUM 40 ST2 NOT TO SCALE IN 12 (MAX.) LIFTS. I I - I TYPICAL FOUNDATION I No CONT. REBAR I � I , SEE STRUCTURAL PLANS FOR SIZE, LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN SLOPE 3/4" X 12" EXP. JOINT AT GARAGE DOOR 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIEER OVER CLEAN, WELL COMPACTED, TREATEY FILL _ 6 MIL VAPOR BARRIER -1 I l l I i III III=�' I 11 11 I ST2 -- eSLOPED TURNED DOWN EDGE NOT TO SCALE 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED F L — — 6 MIL VAPOR BARRIER Ili, i III1= III -III= I I=III -ILII ��I1= — =L1)#4 CONT_= g ,I; II '_1111=111 I ! 1=!III-1111 1111-I I - TURNED DOWN EDGE 9 NOT TO SCALE HEADER BLOCK OR FORMED & CAST @ STEP DOWN VARIES - ------ "---' - - --- - —I — TYP. SLAB TT Iil III= YPICAL FOOTING ST2 FOR SIZE/ REINFORCEMENT I� � 1111 ILII—ILII LOAD BEARING STEP DOWN (:S�T2:) NOT TO SCALE 1B 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD 4" 1 SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) 4" CONC SLAB W/ 6X6X10/10 WWF '-TOVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL VARIES =i = L (-1 I (2)#4 CONT. !III=11 Em1=111 Ill I i l 16" III -III' I-� =1 1 STORY) 20" 2 STORY) 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL VARIES Jai :----- HSTEP ( SLAB - ill - THICKNESS QD NON-LOAD BEARING STEP DO NOT TO SCALE (11ilfAY BE USED AS SUNKEN SHOWER DETAIL) STANDARD FOUNDATION DETAILS 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL d- 00� •.. ;� , IIIA 111= CONT. 1 STORY) 20" 2 STORY) 1z INTERIOR LOAD BEARING ST2 NOT TO SCALE u Foundot_ ion N_ ote* Wood vertical construction shown atop foundation details for cl ity. Wood, cmu, icf or other structural vertical construction acceptable — see STI for specifics. --EPDXIED ATR TOP OF SLAB EXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL --- -� HOLD-DOWN PER JOINT TOP OF POOL FOUNDATION DETAIL, CAST INTO PAD tV STRUCTURAL PLANS DECKING FOOTING OR EPDXIED W/ MIN. 6" I c EMBEDMENT, CENTER ;4" IN PAD (('--------FTN'G. PADS 36"x3§" & L GER: I ! TYPICAL FOUNDATION ` STANDARD iV� -I I' \� " o POOL TO I! I -I I I —I I I I USE 3 5 DOWELS.! �� /\ FOUNDATION 'iI i i ( ) # CONT. %� SEE DETAIL j/�`�j \ BE u SLOPE n =CLEAN COMPACTED RE 1/ST2 = X\��x % DESIGNED GRADE I' /� �.; \ 11 r �/. ; >i/ i : BY OTHERS. AND FILL I #4 VERTICA / // //:; /� i i\ : ; i . _ SLOPE_ / \i\ —ii .\ tl 11I� iI : -J - -1_-REBAR� �' u_. GRADE ��1 -YPICA PER i��/��� FOUNDATION X/\�\��\�X_ DETAIL wa�Q c� • CONT. / vREBAR OFFICE - ��/���//�//��A, • �j; =aJ - - - --= COP a . . • SEE STRUCTURAL #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS = a a @ CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" THEREAFTER - BEND ALL DOWELS @TOP & 72" FROM END OF BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS. / 72" INTO SLAB (GROUT ALL CELLS SOLID) � SAND FILL #5 VFRTIC'AI S (I OZ(- SPACING TO 12 COURSES: 24"o/c PAD REBAR SPECS. d I 45` =-I 6>,I 12 < 13-1/2 COURSES: 16"o/c SEE PLANS FOR SIZE, LOCATION & 18 FOUNDATION Q POOL n ST2 9 PAD FOOTING FOR STEM TO SCALE WALL PER STRUCTURAL PLAN FACE �(IEW REBAR SPE CS. 13-1/2 < 15 COURSES: 8"o/c I NOT 8" CMU; FILL ALL CELLS SOLID. — I w/ 3,000psi GROUT. LIII -- ADD CLEAN FILL AND COMPACT LAP ALL REI FORCEMENT MINIMUM 40 II IN 12 (MAX.) LIFTS. I I - DI METERS AT ALL JOINTS. - I — (TYP. HORIINTAL 11 —I � Ih!—I-----� � - #5 HORIZ 0 EACH REINFORCEMENT): (2) !4th COURSE W1.7(MW11) LONGITUDINAL I_i WIRES SPACED @ 16" 0/C. II PROVIDE HORIZONTAL ) REINFORCEMENT WITHIN 16" OF _ TOP AND BOTTOM OF MASONRY STEM WALL. --= 11 — _12"d. X 24"w. 2,51 CONC. --- --- —FOOTING w/ (3) #5 REBAR EXCEPT: IAT�2-STORY WITH BRICK, USE 12"d jX__30"w. w/ (4) #5. III ., H-; I ,_ 1B 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD 4" 1 SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) 4" CONC SLAB W/ 6X6X10/10 WWF '-TOVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL VARIES =i = L (-1 I (2)#4 CONT. !III=11 Em1=111 Ill I i l 16" III -III' I-� =1 1 STORY) 20" 2 STORY) 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL VARIES Jai :----- HSTEP ( SLAB - ill - THICKNESS QD NON-LOAD BEARING STEP DO NOT TO SCALE (11ilfAY BE USED AS SUNKEN SHOWER DETAIL) STANDARD FOUNDATION DETAILS 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL d- 00� •.. ;� , IIIA 111= CONT. 1 STORY) 20" 2 STORY) 1z INTERIOR LOAD BEARING ST2 NOT TO SCALE u Foundot_ ion N_ ote* Wood vertical construction shown atop foundation details for cl ity. Wood, cmu, icf or other structural vertical construction acceptable — see STI for specifics. --EPDXIED ATR TOP OF SLAB EXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL --- -� HOLD-DOWN PER JOINT TOP OF POOL FOUNDATION DETAIL, CAST INTO PAD tV STRUCTURAL PLANS DECKING FOOTING OR EPDXIED W/ MIN. 6" I c EMBEDMENT, CENTER ;4" IN PAD (('--------FTN'G. PADS 36"x3§" & L GER: I ! TYPICAL FOUNDATION ` STANDARD iV� -I I' \� " o POOL TO I! I -I I I —I I I I USE 3 5 DOWELS.! �� /\ FOUNDATION 'iI i i ( ) # CONT. %� SEE DETAIL j/�`�j \ BE u SLOPE n =CLEAN COMPACTED RE 1/ST2 = X\��x % DESIGNED GRADE I' /� �.; \ 11 r �/. ; >i/ i : BY OTHERS. AND FILL I #4 VERTICA / // //:; /� i i\ : ; i . _ SLOPE_ / \i\ —ii .\ tl 11I� iI : -J - -1_-REBAR� �' u_. GRADE ��1 -YPICA PER i��/��� FOUNDATION X/\�\��\�X_ DETAIL wa�Q c� • CONT. / vREBAR OFFICE - ��/���//�//��A, • �j; =aJ - - - --= COP a . . • SEE STRUCTURAL THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECTS) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4The - CASTILLO Group A Florida Corporation Designers Engineers m 6550 Roosevelt Blvd. Jacksonville, FL 322"(904)772-6100FL CoA No. 32137 V 1 W Z O_ Q Z �J O Q I ry U M o V) D r• o F- U z CN W DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.6.2016 JOB NO. — SQ.FT. r � ss i aely� o der,`k`� Z*. swnaT 4inei = FL n o. 16215' (904) 600-16279 SHEET ST2 5 of 5 PLANS FOR PAD FOOTING SIZE,"-, = a a CLEAN COMPAC ED \ LOCATION & � � I a ---1 --- � SAND FILL SECTION VIEW PAD REBAR SPECS. d I 45` STRUCTURAL PER STRUCTURAL PLAN CLEAN COMPACTED SAND FILL PAD BASE SEE PLANS FOR SIZE, LOCATION & 18 FOUNDATION Q POOL n ST2 9 PAD FOOTING FOR STEM TO SCALE WALL PER STRUCTURAL PLAN FACE �(IEW REBAR SPE CS. II ST2 NOT TO SCALE NOT THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECTS) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4The - CASTILLO Group A Florida Corporation Designers Engineers m 6550 Roosevelt Blvd. Jacksonville, FL 322"(904)772-6100FL CoA No. 32137 V 1 W Z O_ Q Z �J O Q I ry U M o V) D r• o F- U z CN W DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.6.2016 JOB NO. — SQ.FT. r � ss i aely� o der,`k`� Z*. swnaT 4inei = FL n o. 16215' (904) 600-16279 SHEET ST2 5 of 5