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55 FORRESTAL CIR - ADDITION DRAWINGSHOME ADDITION FOR: FORESTAL CIRCLE SOUTH TLANTIC BEACH, FLORIDA FORRESTAL CIRCLE N. OJ GT ��T LOCA71ON PROJECT SITE LOCATION l� `r� I� b� too t old �- �� Co dt BUIL DIN& Co=ff SUMMj&:RY I �� �I co I,5 -JURISDICTION: ATLANTIC BEACH, FLORIDA -BUILDING CODES: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - RESIDENTIAL AND ASCE- -10 ELECTRICAL: NEPA 70 - 2014 NATIONAL ELECTRIC CODE PLUMPING: FLORIDA BUILDING CODE 67H EDITION ( 2017) - PLUMBING \ Ir (�, ' I� qv C��O MECHANICAL• FLORIDA BUILDING CODE 61H EDITION ( 2017) - MECHANIC C{ 1 M ] J GAS CODE: FLORIDA BUILDING CODE 61H EDITION { 2017) - Rn-GAS/� FIRE AND LIFE SAFETY: FLORIDA FIRE PREVENTION CODE 6TH EDITION �� 0 J ACESSBILITY: FDC 2017 ACESSIBILITY ( FICA )I ENERGY CONSERVATION: FLORIDA BUILDING CODE 6TH EDITION ( 2017) -ENERGY CONSERVATION -BUILDING DESCRIPTION: SINGLE FES FAMILY RDENCE �v OCCUPANCY LOAD: 1 OCCUPANT FOR EVERY 200 SO. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP 'R-3' RESIDENTIAL CONSTRUC CONSTRUCTION CLASSInATION: TYPE VB �N �� 1r c� a�fi /n= U WU. N U. 11 ILL C-1 COVER SHEET FLOOR PLAN FOUNDATION PLAN f ROOF FRAMING PLAN SECTIONS EXTERIOR ELEVATIONS MISC. DETAILS / NOTES OFFICE COPY IUN 2 1 20' 169_0. 8'-3" 5'-5" 2'-3j" 6'-1" I I I ADDITION EXIS11P G 3030 SH 3020 SH i s L - - - ' - -_ N C.H.=7 -4 C.H.=6'-8" o Jd TUB a � ! 0 U- IN 00 SHOWER % -- 00 oI'' LOW WALL BEDROOM 2 O 0 i TEMP. �� - O O BATH 1 s 1 BATH I00 I _ 22X72 _ i N o`n O R&SOO M i 5068 BF M HALL 2XE Sj�D 16" O.C.- - W. 1, V)i o C.H.=7'-0" i !p{3F i -i, - ---- - - - -- ---- - - . _ - --- -- -- -- - - - - - - -- - - - - � a C-41 ELECT. Nz C O ll) l 6068 BF o j \tocio t�) U I ! 17SH j �! BEDROOM 3 3 � ZBEUROOM ------ 3030 SH 0 0 00 SINK KITCHEN 190 3030 SH nw�� m 00 2103 M C.H.=8'-0" 3068 2668 PKT. C.H.=7'-4" DINING ROOM i C.H.=7'-0" U U- m F- Y / I I 00 N I c00D 0 M 4n LIVING ROOM i C.H.=7'-4" 3068 C.O.' 3030 SH 4440 SHSH ENTRY 410-0 t 3050 SIS 3050 SH - - 1/2" THREADED ROD 3030 SH 48" O.C, MA' ALL CORNERS AND SIDE OF WALL OPEN I s_S, TYP. -_ .---�, i 1 ', A-3 EXIS1-ING HEATED 1,351 S.F. ! NEW HEATED 370 S.F. y 2'-10" ! 10'-4" i 2'-10" TOTAL HEATED 1,721 S.F. 16'-04 pp h PLAN 1/4' = 1'_075 C, FTC I � ' o`er , � ( �� i I �O ��•` t II 01 1%%07E-:5: 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. 122 I XTU1RE PLAN 1/425 = 1 5-01 5 1;)r:m( 1/41) = 3030 SH n ��ALL LEGF.Nl::� - EXISTING WALL TO REMAIN NEW WOOD FRAMED WALL 0 3 3030 SH 0 M C) cn 0 M O N7 I REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:- &V DATE: -7-30(19 EVI-11 LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE; FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 =: NO. 31 rte: F ••. R I D �.• �.: . 'a��nunnnuu,nt�` = 0 D w Q 0 O Ld c/ L_L LLJ ®1z V) DUPLEX CONVENIENCE OUTLET GFCI :� EXHAUST FAN / LIGHT 9� vo ' WEATHER RESISTANT DUPLEX OUTLET GFCI V_%' DOUBLE FLOOD LIGHTS co LIGHT SWITCH ►- TELETHON E JACK 4Y CEILING LIGHT O CABLE TELEVISION JAC '---- Oc RECESSED LIGHT �O� COMBINATION ECTR R a V) o MONOXIDE DETE c� (/X CEILING FAN WALL M LIGHT (:� EXHAUST FAN o ^ J J J r �J LLI 1;)r:m( 1/41) = 3030 SH n ��ALL LEGF.Nl::� - EXISTING WALL TO REMAIN NEW WOOD FRAMED WALL 0 3 3030 SH 0 M C) cn 0 M O N7 I REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:- &V DATE: -7-30(19 EVI-11 LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE; FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 =: NO. 31 rte: F ••. R I D �.• �.: . 'a��nunnnuu,nt�` 0 = 0 D w Q 0 O Ld c/ L_L LLJ ®1z V) r - u") :� 9� cI SCALE: U Q co I— O O O �- 0 � J i a V) o c� In z w a' o ^ J J J �J LLI LJ O z z O O co V) a. It yQ 0 = D w Q 0 Q L_L LLJ ®1z J 1 849 U :� 9� CL SCALE: U I— 00Q �- 0 Ld [if � a _OL0> In 3 U Q LTJ m Q Z 0 U V) W 0 DRAWING NO. A 1 w Q 0 JOB NO. J 1 849 DRAWN: JWJ DATE: 05-04-18 SCALE: SHOWN DRAWING NO. A 1 16'-0n v I i ADDITION EXISTING I -it—On - - 7T ---- - -- 9 -- -- --- - -- ----f I i I BALLOON FRAMED ENDWALL - - - O I N 20 L:OKOUT 0 2'-0" O.C. - - 3 A-3 2Xr RAFTERS -0 O.C. i 2X6 C.J. ,f ;1 0.9i �I I L 2X4 X- RACE ROGE t"2 -2X2 DR- A RAI•I&S 0 f iT 2X6 C.J. 4 2'- 0" U, I C I EXISTING 2Xf RAFTERS 0 1 EXISTING RIDGE I q i-iR, I EXISTING 24 RAFIERS @ 16. 0 I 1 --2X4 STUDS 4 16" O.C. i 1 I I i � q-3 ROOF FRAM I N6 PLAN I O N r - i 16'-0" 8,--3" 7'-9" ADDITION I EXISTING 16'-0" f-w`0UI L7AT10N PLAN 1/4" = 11'-0" a OFFICE COPS LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (N0.31276) 10381 Cypress Lakes Drive JACKSONVILLE; FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 Y uC '**\CEIyS�•. � 3 3 o. 6 7E OF ` �•`���` ' /VA NX EN NX Z 0 U V) W 0 LL, Q iLL0 JOB NO. J1849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-2 0 O ® W N Eh U) CC 04 r- Z N = Q I p elf - 0 0 0 Co LL. LJ._ O Z Lj IJ J Lam! O _J >Z Ld Z 0 O _� OZ Q dam- 00 Y (f)Z Lv Q Z 0 U V) W 0 LL, Q iLL0 JOB NO. J1849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-2 Eh Z LL n 0 z O LJ._ C U 0 0 _� (f)Z Lv 0 of a- 0 U Z 0 Ln � z 0 w W U 1-- —z z I— Z 0 U V) W 0 LL, Q iLL0 JOB NO. J1849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-2 TROOF DECK NAILING PATTERN: I EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. 2X8 RAFTERS 0 2'-0" O.C.-- SHINGLE ROOF — — 30# FELT — \ 7/16" OSB ROOF DECK H2.5A NUT AND WASHER ( 3X3X1/8") - 1X2 TRIM�_��� W/ CONT. MTL. DRIP --1 2X6 NAILER I W/ 1X6 FASCIA — - 20 LOOKOUTS ® 2'-0" 0. HARDI—PANEL W/VENT HOLES 1 X4 FRIEZE — 2X8 C.J. @ 16" O.C. L_•_• - \ �— -- R-30 BATT. INSULA ON 1/2 G . BD. CEILING -- — 2-2X4 TOP PLATES (S'I"P #2) 1'-8" MATCH EXIST. HARDI—LAP SIDING - — --- 7/16" OSB WALL SHEATHING HOUSE WRAP WALL SHEATHING NAILING PATTERN: EDGE: 8d ® 4" O.C. FIELD: 8d @ 8"O.C. — R-13 BA T. INSULATION —1 /2" GYP BD. ---20 STU 0 16" O.C. ( SPF #2 ) ---1/2" THR ADED ROD, ( MIN. 5" EMBED) SEE PLAN FOR LOCATIONS i ��- 2X4 P.T. BASE PLATE W/ SILL SEALER �4" CONC. SLAB W/6X XW1.4XW1.r WWF FINISH GRADE— ( OR FJBE R MESH ) N --ate d - --------'t co jn' r a . L MIN. 6" LAP 10'1 P, T, , A -- SEAL ALL JOINTS AND PENETRATIONS i (2) #5 BARS CONT.—J\_----COMPACTED,i �tASONEL 'FILL — NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" B LOW GRADE ''. MAINTAIN 3" COVERAGE ON REBAR Tw�rF i CAL HALL SECTION 3/400 _ 11-0„ ^f%k i t M An 4 /0" J," C-0,111"- s CONTROL. JOINT P TA ! L 3" = 1'-0" ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK ® 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. 2X8 RAFTERS 0 2'-0" O.C. SHINGLE ROOF H2.,A 30# FELT NUT AND WASHER ( 3X3X1/8") 7/16" OSB ROOF DECK 1X2 TRIM W/ CONT. MTL. DRIP 2X6 NAILER W/ 1X6 FASCIA------/ i I it 2X4 LOOKOUTS 0 2'-0" O.C. ii HARDI-PANEL S P (SYP ) n 1X4 FRIEZE- n u i' -O" —R-30 BATT. INSULATION 1/2" GYP. BD. CEILING n u BALLOON FRAMED ENDWAL_----- ii n --- R-13 BATT. INSULATION 1 /2" GYP. BD. HARDI—LAP SIDING2X6 STUD 16" O.C. ( SPF #2 ) 7/16" OSB WALL SHEATHING 1 /2" THREADED ROD, ( MIN. 6" EMBED ) HOUSE WRAPSEE PLAN FOR LOCATIONS u WALL SHEATHING NAILING PATTERN EDGE: 8d 0 4" C.C. FIELD: 8d 0 R"O.C. { 2X6 P.T. BASE PLATE W/ SILL SEALER 4" CONIC. SLAB FINISH GRADE W/ 6 X 6 X W 1.4 X W 1.4 WWF ( OR FIBER MESH ) ins. i.e i0 aL�j 1 - 6 MIL. VAPOR BARRIER TO HAVE MiN. 6" LAP JOINTS. TAPE AND }— SEAL ALL JOINTS AND PENETRATIONS (2) #5 BARS CONT. COMPACTED, POISONED FILL 1'-U" NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR 7'�,&A5LE E�lMAALL SECTION A-3 3/4" = 1'-0" 1/2' GYP. BD. - 2X4 STUDS 0 16" O.C. ( SPF #2 ) — DRILL AND EPDXY (1) 1/2" DIA. X 10" THREADED ROD 0 48" O.C. W/ 1" DIA. 2X4 P.T. BASE PLATE ---- I WASHER ( MIN. 6" EMBED ) 4" CONC. SLAB W/ 6 X 6 X W 1. 4 X W 1. 4 WWF ( OR FIBER MESH ) •q 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND (2) #5 BARS CONT. ---j SEAL ALL JOINTS AND PENETRATIONS COMPACTED, COMPACTED, POISONED FILL---\ ,— POISONED FILL NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW U'RADE 2. MAINTAIN 3" COVERAGE ON REBAR 5 INTERIOR L. AIS 5EAR I N6 fOOT I N6 7/16" OSB WALL S FINISH GRADE r— — — — — 4" CONC. SLAB W/6 X 6 X W 1.4 X IN 1.4 WWF ( OR FIBER MESH ) 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS— -- 2X10 RIDGE THRU SECTION 3/891 = 1'-O" DRILL INTO EXISTNG FGUND. AND EPDXY #5 X 16' DOWEL 0 48" O.C. ( MIN. 6" EMBED ) EXISTING CONC. SLAB TO REMAIN I- 1L 1 COMPACTED, POISONED FILLL(1) #5 BAR CONT. /—__/ J t' 6 EXIST. / NEA SLAB 1:�ETA I L 3/4" = 1'-0" 2X8 RAFTERS 0 2'-0" O.C. SHINGLE ROOF, MATCH EXISTING /r-7/16" OSB ROOF DECK OFFICE COPY LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-2.34-3518 GOA 27140 YUP No. 312 6 OF sj NAL NN Z = In (/,) 0 lD W O N O F-- r- V) Lo N Ld J = Q i � p z SHOWN r O m 0 J O Pr) 0 JLL- I O z w C' (J 1 J J J J L�OZz O 00 00 Y Q -� Q O = (/,) 0 w O 1 ry Ld J J 1 849 DRAWN: JWJ DATE: of z SHOWN C) O J .J z 0 F- U V) W 0 (/,) 0 w 0 1 z 0 F- U V) W 0 DRAWING NO. A-3 w Q 0 JOB NO. J 1 849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-3 LJ Ln 06-04-18 DRAWING NO. MEMO BRICK ), ATTACH FRAMING TAPCON C. (STAGG NEA/Ex 6 ST I NG ATTACHM N 1'-o" WOOD/BRICK /-(4) 16d NAILS EA. SIDE I i TOP \AEPS 4'-0' x 2X (SPF #2), DOUBLE TOR PLATE.. FASTEN TOGETHER W/ (2 ROWS OF .131 X 3" 0 12" O.C. (STAGGERED) TOP PLATE 1/2" DIA. THREADED ROIs A.B. W/ 1 1/2' PLA fE WASHER OR FULL HT. THREADED ROD ANCHOR BUTT JOINT P.T. (SYR #2) 1'-0" i 6' MIN. BASE PLATE -` (MAX) *------ *4- -- - PLATE 5REAK i? T I L 3/8" = 1'-0" STEPS (DIN WATER SHEDDING FASHION: STARTING AT THE BASE OF THE WALL do WORKING TOWARDS THE TOP INSTALL THE WRB TO THE DACE OF THE SHEATHING. APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 1#Z' ^APPLY JAMB FLASHING `�/ APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING UREMOVE PREMOUSLY APPLIED TAPE, ALLOWING WR3 TO LAY ®FLAT OVER HE.',D FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. $ 1 EALANT SEALANT BEAD BEHIND MOUkTINNGFLANGE• SEAL THE WINDOW FRAME TO OPENING. APPLY A 3 NOM. A TO 1HE BACK1DE < INTERIOR] JF Tl5E WINDOW GE, Ihi LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. (JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLAN AT E TOP (HEAD) AND SIDES JAMBS OF NAN W. EXTEND SEA T AT AMBS 8 1 2_' ABOVE-- THE R,O. AT HEAD, EM' D JAMB FLASHING INTO SEALANT AND FASTEN IN PLACEFLASHING GOES OVER SEALAN SECTION A THROUGH WINDOW JAMB xV I J FLASHING -' -SEALANT BEAD 3ETNIN FLASHING AND MOUNTING FLANGE. /VA /I," 1 11 ) r --WHERE DISTANCE BETWEEN TIE -RODS - EXCEED MAX. SPACING INSTALL (1) SIMPSON ® ®MEAD MSTA STRAP AT MID POINT, LENGTH TO BE i (2) 2X TOP PLATES BETER INED IN FIELD i ( SYP #2) ROD SHALL 3E INSTALLED AT EACH 3" X 3 " X 1/8" THICK WASHER W/ NUT TOD SILL OVER SEAS. NT), EXTEND HEAD FLASHINd BEYOND FEET ON CENTER THEREAFTER. THE ROD PLATE HT.. I / FASIVI IN PLACE 2 II W FLASHING. EXTEND 8 12;' M TIGHTENED TO +/-- 25 POUND -FEET OF 3:_ HEADER,SEE SCHEDULE iJAMB II V) PIECES OF ROD TOGETHER TO CREATE A 2X STUDS 0 16" O.C. ABOVE ROUGHS MOVE II I Lo Lo ( SPF #2 ) LLi I II I OPENING AT HEAD.I TUCK TOP OF KINGS, SEF SCHEDULE I ' \� I z I lui JAMB FLASHING UNDER THE FLAP O JACKS, SEE SCHEDULE II I ' FRAMING ALANT 1/2" DIA. THREADED ROD V) 1/-2X I TOP OF SUBFLOOR HEAD. SEE DIAGRAM. �� 2X P.T. BASE PLATE I� SILL FLASHING 1/2" COUPLER SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, \ FIN. FLR. ELEV. ® PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS, FASTEN WINDOWS PER WINDOW MANUFACTURER SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT SPECIFICATIONS. TYP I CAL A I Nt> A FRAM I N6 3/8" - 1'--0„ SECTION A THROUGH WINDOW JAMB xV I J FLASHING -' -SEALANT BEAD 3ETNIN FLASHING AND MOUNTING FLANGE. /VA /I," 1 11 ) ® JAMB FLASHING - I/ /SECURE WRB AT HEAD " DIAMETER A307 CON11N000S SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT - FLASHING AT HEAD CONCRETE FOUNDATION AND PLACED EXTENDS 1• BEYOND ® ®MEAD JAMB FLASHING. JAMB FLA SHINS OVERLAP FLASHING i EMBED BOTTOM OF THE STEEL WASHER AND NUT HEAD FLASHING AGAINST i THE PREVIOUSLY A°PUF', ROD SHALL 3E INSTALLED AT EACH SEALANT tFLASHING GOES TOD SILL OVER SEAS. NT), EXTEND HEAD FLASHINd BEYOND FEET ON CENTER THEREAFTER. THE ROD EACH JAMB FLASHING. I / FASIVI IN PLACE 2 II W ® JAMB FLASHING - 3. INTERIOR WALLS: " DIAMETER A307 CON11N000S SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDATION AND PLACED a( �I (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH JAMB FLA SHINS OVERLAP 4. TIE ROD SPACING: WHERE IT IS SECURED VIA A 3" X 3" XR" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS - 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : t ROD SHALL 3E INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS TOD SILL 2,017 LBS AND GREATER --- - SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD 2 / BY ANALYSIS 2 II W FLASHING. EXTEND 8 12;' M TIGHTENED TO +/-- 25 POUND -FEET OF 3:_ TORQUE. FOR TWO STORY WALLS, A iJAMB COUPLER SHALL BE USED TO JOIN TWO V) PIECES OF ROD TOGETHER TO CREATE A b ABOVE ROUGHS MOVE Lo Lo LLi �JJ OPENING AT HEAD.I TUCK TOP OF a.. ' \� I z JAMB FLASHING UNDER THE FLAP O 0 ALANT OF WRB AT THE V) a I HEAD. SEE DIAGRAM. �� SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, \ ® PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS, FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. jI WEATHER RESISTANT 9 "` li I BARRIER (WfiB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE ! BARRIER ON A DIAGONAL GENT Y RAISE THE '> 70P EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRE SURFACE ABOVE -' INTERIOR VIEW/ TOP LEFT CORNER OF IANDOW WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB APPLIED PRIOR TO THE WINDOW IN TALLATION. FLASHING APPLIED OVVEER THE FACE OF THE MOUNTING FLA GE. K� !'WHERE DISTANCE BETWEEN TIE -RODS SECOND FLOOR CONDITION %EXCEED MAX. SPACING INSTALL (1) SIMPSON SECURE TIE -ROD FROM ABOVE ii MSTA STRAP AT MID POINT, LENGTH TO BE TO BEAM VIA (1) HTT4 BETERMINED IN FIELD W/ (12) 16d NAILS--- \ II u WOOD TIE -ROD THRU CENTER OF BEAM 'W/ 3X3X1/8' WASHER AND NUT-\ I f I i I ' it li BEAM SECURED VIA WOOD -TIE ROD AND (1) HTT16 W/ (18) 16d NAILS WOOD BEAM II MAY BE ROTATED 180' TO it II CONCEAL FLANGE I II 00 `1IS-5r=AM CONNECTION STEPS R t3HEDI IG AT TF Y SILL IIE PERIMETER OF SIDE (INTEMOR OF WINOOW Y INSTALFLANL WINDOW HEAD SCREWS TO INSPECTION. D OF SEALANT !E FACE OF FLANGE AT HEAD Y SECURE WRB 0 HEAD 3QAMB FLASHING EXTEND JAMB FLASHING TO OYEHL.AP SILL FLASHING. EXTEND ._ SEC11 ON A THIO IGH WINDOW JAMB APPLY A NOM. DIA. BEAD OF SEALANT TO THE BACKSIDE (INTERIOR')J OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. WRIS -J FLASHING BEAD BETWEEN FLANGE AND AFTER INSTALLATION SEAI. ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. FLPSHING A' HEAD EXTENDS !` 1' BEYOND JAMB FLASHING. CHEAD FLASHING - APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER ` MOUNTING FLANGE EMBED \ BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING \ GOES OVER SE EXTEND HEAD FLASHfNG i' BEYOND EACH JAMB FLASHING. �I FASTEN IN PLACE A APPLY -TAPE AT �1� v �' SEALANT CORNERS TO / TEMPORARILY HOLD FLASHING 1N PLACE UNTIL WRB IS APPLIED..'', • -SILL FLASHING �- SHIM AND ADJUST WINDOW TO ACHIEIT_SQUARE, PLUMB. AND LEVEL CONDITION. USE CORROSION RESIS WS "FANT FASTENERS. FASTEN WIND PER �\ -0®1� I ®WANDCW MANUFACTURER FASTENER SP CIFICATIONS. I i'4- �i WEATHER RESISTANT MUT I I! I BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CU THE CARRIER ON A DIAGONAL GENTLY RAJSE THE TOP EDGE OF THE BARRIER UP AND TAP' THE TOP CORNERS AND CENTER '.0 THE EX -RIOR ! / WRB SURFACE ABOVE. INTE EW TOP LEFT E TO CORNER 0 WINDOW WINDOW INSTALLATION (METHOD B-1) ' WEATHER RES111VE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. s N N • 1 ROW OF 10d NAILS • 1 ROW OF 10d NAILS 0 6" O.C. STAGGERED 0 6" O.C. STAGGERED SEE NOTE 1 • SEE NOTE 1 ' • 3 ROWS OF 10d NAILS 0 8" O.C. STAGGERED • SEE NOTE 1 2X4 2xfo 2x45 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS 0 4" O.C. ATTACHMENT OP MULTY-PLT MEMBERS 1/2" = 1'-0" 2 PLY BEAM 2 PLY BEAM z 2X10 OR 2X12 N 2 ROWS 16d COMMON WARE NAILS 0 12" O.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C. MULTI -PLY LVL 5M A00=7 FLITCH 5M 1 1/2" = 1'-0" 1 1/21) GENERAL STRUCTURAL NOTES 1. CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 AMERICAN CONCRETE INSTITUTE 2. LIVE !()ADS: ROOF: -- --- -- - - -- - - 20 PSF 3. WIND LOADS: SEE WINDLOAD CHART 4. ALLOWABLE SOIL BEARING: - ---- 2500 PSF 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALT. BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI REINFORCING BAR - -- - --- -- - --- - ASTM A615, GR 60 WELDED WIRE FABRIC - - --- --- ------ ASTM A185 ANCHOR BOLTS -- -- - ----- - ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST - #2 SYP WOOD MEMBERS FOR FOR STUDS- - -- #2 SPF OR BETTER MICROLLAM --- - ------------ -- - 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS -------- - - -- - --- -- 3,000 PSI SLAB ON GRADE--- - - - 3,000 PSI ALL OTHER CONCRETE - - - - - - 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE - - - - - -- 50 BAR DIAMETERS WITH WIRE TIES MASONRY - - - - --- 48 BAR DIAMETERS WITH WIRE TIES UNLESS CTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH ------- ----- ---3" SLAB ON GRADE ------- --- CENTERED EXPOSED TO EARTH OR WEATHER: #6 THRU #11 BARS #5 ANI) SMALLER--- -- -1 1/2" ALL REINFORCING STEEL SHALL BE PLACED iN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. TIE 8017 ANGHORIN6 SYSTEM 1. THREADED IGD: 3. INTERIOR WALLS: " DIAMETER A307 CON11N000S SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDATION AND PLACED STIFFENING SHEATHING VERTICALLY I`HROUGH (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH THE DOUBLE #2 SYP TOP PLATE 4. TIE ROD SPACING: WHERE IT IS SECURED VIA A 3" X 3" XR" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS - 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : ROD 0 5'-0" O.C. EXTERIOR ROD SHALL 3E INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER --- - SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD 2 SHALL BE EM3EDDED NOT LESS THAN 8" BY ANALYSIS INTO MIN. 3,000 PSI CONCRETE WITH 2 SIMPSON AT TW? -PART ACRYLIC EPDXY W OR EQUAL. A 22' EDGE DISTANCE SHALL BE MAINTAINED. THE NUT SHALL BE M TIGHTENED TO +/-- 25 POUND -FEET OF 3:_ TORQUE. FOR TWO STORY WALLS, A COUPLER SHALL BE USED TO JOIN TWO V) PIECES OF ROD TOGETHER TO CREATE A b CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. HEADER :SPAN TA5LE AND STUNS HEADER BEAM WINDOW / DOOR 2X4 ( JACK) 2X4 ( KING ) -_ MAX. OPENING STUDS FULL HT. STUDS (2) 2X8 #2 SYP 3'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2' PLYWD. FLITCH 4'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 5'-0" 11 2 (2) 2.X12 #2 SYP W/ 1/2" PLYWD. FLITCH 6'-0" 2 2 (2) 2X1.7 #2 SYP W/ 1/2" PLYWD. FLITCH 7'-O" 2 2 BY ANALYSIS 10'--0" 2 3 BY ANALYSIS 16'-0" 2 3 1MGOMENVEP STUV SIZE AND SFAC I N6 UNINTERUPTED STUD HT. STUD SIZE SPACING GRADE 8'-0" THRU 9'-10" J 2X4 16" O.C. SYP #2 OR SPF #2- 10'-0" THRU 14'-0" 2X6 16" O.C. SYP #2 OR SPF #2 14'-1" THRU 18'-6" 2X8 16" O.C. SYR #2 OR SPF #2 19'-0' X 22'-0"� 2X8 / 2X10 16" O.C. SYP #2 OR SPF #2 AI ND LOAD NOTES CODES, FLORIDA BUILDING CODE 2017 AND ASCE-7-10 ULTIMATE DESIGN WIND SPEED Vult.: 130 MPH BUILDING RISK CATEGORY: II WIND IMPORTANCE FACTOR: 1 = 1.0 WIND EXPOSURE: C ENCLOSURE: ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT. GCIA = + .18 OR - .18 WIND PRESSURE TO COMPONENTS AND CLADDING: ( MEAN ROOF HT 30' } END ZONE = 6.0' WALL ZONE AREAS (SF) WIND LOADS { PSF ATTIC VENTILATION CALCULATIONS: ATTIC SQUARE FOOTAGE 381 S.F. 381 DIVIDED BY 150 = 2.54 S.F. 2.54 X 144 = 365.76 SQUARE INCHES INTAKE 365.76 X .50 = 182.88 SQUARE INCHES EXHAUST 365.75 X .51) = 182.88 SQUARE INCHES (1) 6' OFF -RIDGE VENT REQUIRED SEA - I I_EE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 Y U� NS '•• �` F .3 , *. -t1 • S e T F •RHOD 4v ONA L ENG POSITIVE SUCTION INTERIOR 10 ----- + 42.5 - - 46.2 20 - ------ + 40.6 --- - 44.2 50 + 38.0 --- - 41.7 100 -- -- - -- + 36.2 - 39.7 END ZONE 10 ------- --- + 42.5 -- - 56.9 20 - -- + 40.6 - - 53.2 50 - -- ----- + 38.0 - -- - 48.0 NOTE 100 -- + 36.2 --- - 44.2 AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE VhTlf.F W �/ I C COP I ATTIC VENTILATION CALCULATIONS: ATTIC SQUARE FOOTAGE 381 S.F. 381 DIVIDED BY 150 = 2.54 S.F. 2.54 X 144 = 365.76 SQUARE INCHES INTAKE 365.76 X .50 = 182.88 SQUARE INCHES EXHAUST 365.75 X .51) = 182.88 SQUARE INCHES (1) 6' OFF -RIDGE VENT REQUIRED SEA - I I_EE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 Y U� NS '•• �` F .3 , *. -t1 • S e T F •RHOD 4v ONA L ENG 0 � 0 0 w W o N O V) ro n Z V) Lo N U J1849 Q i Z p .j SCALE: 0'00 Q DRAWING NO. 0 W M 3:_ w Q:� --- D V) LL_ b LL Lo Lo LLi rn L_L_) 0 z Z O 0 (o V) a Q 0 � co O I'W- 0 LLJ n U J1849 DRAWN: JWJ DATE: .j SCALE: ,1 Q DRAWING NO. W 0 w Q:� L_ 0 U (n b LL Lo Lo z O H Q. U V) w 0 LL, Q 0 JOB No. J1849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. ,A 5 HOME ADDITION FOR: \/l(:e70R AL�l RANZ�0 55 FORESTAL CIRCLE SOUTH ATLANTIC BEACH, FLORIDA PROJEGT SITS LOCA71ON PROJECT SITE LOCATION ®UILDINS GADO SUMMARY - JURISDICTION: ATLANTIC BEACH, FLORIDA -BUILDING CODES: FLORIDA BUILDING CODE 67H EDITION ( 2017) - RESIDENTIAL AND ASCE--7-10 ELECTRICAL NFPA 70 - 2014 NATIONAL ELECTRIC CODE PLUMBING: FLORIDA BUILDING CODE STH EDITION ( 2017) - PLUMBINC MECHANICAL: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - MECHANICAL GAS CODE: FLORIDA BUILDING CODE 6TH EDITION ( 2017) -• FUEL -GAS FIRE AND LIFE SAFETY: FLORIDA FIRE PREYM71ON CODE 6TH EDITION ACESSIBILITY: FOC 2017 ACESSMILITY ( FBCA ) ENERGY CONSERVATION: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - ENERGY CONSERVATION -BUILDING DESCRIPTION: SINGLE FAMILY RESIDENCE OCCUPANCY LOAD: 1 OCCUPANT FOR EMERY 200 S0. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP 'R-3' RESIDENTIAL CONSTRUCTION CONSTRUCTION CLASSIFIATION: TYPE VB L-157 ®� = 9RA I NSB DWG. NO. T: TLE C-1 COVER SHEET A-1 FLOOR PLAN A-2 FOUNDATION PLAN / ROOF FRAMING PLAN A-3 SECTIONS A-4 EXTERIOR ELEVATIONS A-5 MISC. DETAILS / NOTES COMMUNITY DEVELOPMENT APPROVED JUN 2 1 2018 0 � I 0 LL' a 0 W � iY i7 Ei? L.Llt_ -i LLj I Ln L.LJ Q = SCALE: SHOWN Gf) 00f cy- < 0 c 0 0 0 0 ELr-i I u O zLLQ aA _j J _j 'J LLf LLJ 0_ > z Z2 (o V) a 00< YC) 00 tf3 Q 0 � I LL' a V) CK L.Llt_ -i LLj I 0 L.LJ ry = SCALE: SHOWN Gf) < cy- < Li -I > c 0 0 lai L ELr-i I Q 0 Li_ Z O F- d U V) Ld 0 I LL' a Ir JOB NO. J1849 BRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. 16'-0" 5-51" 2'-31. f - --- - -- X- ------ _ ---- ,-- --- 6' ADDITION _ I ' SHOWER EXISTING 3030 SH 3020 SH � =H6- C.H.=7'-6" C.H,=T-4" -KV iU � io I LOW WALL -� M BEDROOM 2 U I TEMP. BATH 1 M /BATH 22x72 K� 00 O R&S 5068 BF �T 2. STUDS 16" W.I.C. N O 14 r C4 co o 6068 BF 9 N � � ----ten - - -- --- - ------ -------- - ! ----- , i , i Q 3 �J Ml. /BEDROOM ° EF ii �o`� o - 00 SD Il ]IF { co , ----- ----- - ELECT. coo i N07E! a : 1. 100% PERCENT OF PERMANENTLY INSTALLED iN AND EXTERIOR FIXTURES SHALL USE CFL/LED L 1I XTURE FLAN 114er — r_n" coOIL) O� l0 HALL C.H.=7'-0" BF DROOM 3 C.H.=7'-4" 3030 SH 3030 SH WH m m co O 3068 4" C.H.=8'-0" 3068 d- 3030 SH —�- IF 2668 PKT.—� /\ M C.H.=T-4".E:— I U O SINK O U KITCHEN DINING ROOM i REF. C.H.=8'-0" ELECT. 00 o N SIE ^ii O I i U ro U 00 co �........r.. N OE 2068 O 3030 SH EXISTING HEATED 1,351 S.F. NEW HEATED 370 S.F. TOTAL HEATED 1,721 S.F. FLOOR PLAN 1/411 = 1'-0" _ Lo C) O w W C.H. =7'-6" Q Pn ) F- F-- D RAW N : Q' DUPLEX CONVENIENCE OUTLET GFO V) EXHAUST FAN / LIGHT w WEATHER RESISTANT DUPLEX 'OUTLET GFC! �� DOUBLE FLOOD LIGHTS :� 3050 SM LIGHT SWITCH 3050 SH 1/2" THREADED ROD ' CEILING LIGHT -a CABLE TELEVISION 0 48" O.C. MAX. ALL �J SD O� COMBINATION SMOKE DETECTOR CORNERS AND EA. SIDE LL. CARBON MONOXI )E DETECTOR x> OF WALL OPENINGS, TYP. ---� WALL MOUNTED JGHT 1 �F EXHAUST FAN / ) ld J A-' LLJ ' > LLJ z 2-100 1 10'-4" I 2'-10" I d 16'-0" QD Y ° EF ii �o`� o - 00 SD Il ]IF { co , ----- ----- - ELECT. coo i N07E! a : 1. 100% PERCENT OF PERMANENTLY INSTALLED iN AND EXTERIOR FIXTURES SHALL USE CFL/LED L 1I XTURE FLAN 114er — r_n" coOIL) O� l0 HALL C.H.=7'-0" BF DROOM 3 C.H.=7'-4" 3030 SH 3030 SH WH m m co O 3068 4" C.H.=8'-0" 3068 d- 3030 SH —�- IF 2668 PKT.—� /\ M C.H.=T-4".E:— I U O SINK O U KITCHEN DINING ROOM i REF. C.H.=8'-0" ELECT. 00 o N SIE ^ii O I i U ro U 00 co �........r.. N OE 2068 O 3030 SH EXISTING HEATED 1,351 S.F. NEW HEATED 370 S.F. TOTAL HEATED 1,721 S.F. FLOOR PLAN 1/411 = 1'-0" =�rzm( 1/4" _ C.H.=7'-0" C.H.=8'-4" I I~ Y I� C10 (o O r� LIVING ROOM I I I C.H.=7'-4" 3068 C.O.' 3030 SH 4440 SHSH I ENTRY 5 EXISTING WALL TO REMAIN IN NEW WOOD FRAMED WALL 00 0 " 3030 SH O n O V) M t COMMUNITY DEVELOPMENT APPROVED EPAI LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 "�rppurrrrrnrnuwr�r Y Ut .��'°�•``a C ENS s � F 0.31 6 L _ Lo C) O w W N N Q Pn ) F- F-- D RAW N : Q' DUPLEX CONVENIENCE OUTLET GFO V) EXHAUST FAN / LIGHT w WEATHER RESISTANT DUPLEX 'OUTLET GFC! �� DOUBLE FLOOD LIGHTS :� LIGHT SWITCH ►- TELEPHONE JACK ' CEILING LIGHT -a CABLE TELEVISION JACK Com` RECESSED LIGHT SD O� COMBINATION SMOKE DETECTOR _ -D V) LL. CARBON MONOXI )E DETECTOR x> CEILING FAN I. -o WALL MOUNTED JGHT Z �F EXHAUST FAN / ) ld J J LLJ Q > LLJ z =�rzm( 1/4" _ C.H.=7'-0" C.H.=8'-4" I I~ Y I� C10 (o O r� LIVING ROOM I I I C.H.=7'-4" 3068 C.O.' 3030 SH 4440 SHSH I ENTRY 5 EXISTING WALL TO REMAIN IN NEW WOOD FRAMED WALL 00 0 " 3030 SH O n O V) M t COMMUNITY DEVELOPMENT APPROVED EPAI LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 "�rppurrrrrnrnuwr�r Y Ut .��'°�•``a C ENS s � F 0.31 6 L 0 _ Lo C) O w W N N Q Pn ) F- F-- D RAW N : � C V) SCALE: L0 N --i z Q I :� p 00 < O J Q I"- O o 0 LL _ -D V) LL. o 0 O Li Z til / ) ld J J LLJ Q > LLJ z = ZZ O d QD Y 0 _ C) D z Q JOB NO. j 1 8-���-4------99 D RAW N : JWMJ Q 06-04-16 SCALE: n-" --i z n :� < J Q I"- O o LL 0 LTJ Iy - 0 Li _U Z 0 a. U Li 0 a DRAWING NO. A— 1 JOB NO. j 1 8-���-4------99 D RAW N : JWMJ DATE: 06-04-16 SCALE: SHOWN DRAWING NO. A— 1 I I i I i i BALLOON FRAMED j ENDWALL - - - - - o CV CV ! "4 I I 2X4 LOOKOUTS 0 2'-0" O.C. -- - 3 A-3 i 70 -9 - ADDITION EXISTING f-� r - 11 I II ! i 2X6 RAF?ERr 00-" 0 C. ! 2X6 C.J. 0 20 X -BRACE L ;;,SUE �� ! 2-2Y2 HOR_ I I 1 t I 2X6 R k1 ERS 0 2'-o* O.C. I 2X6 C 0 2'-0 0.C. EXISTING 2X6 RAFTERS 0 16r u.C. EXISTING RIDGE EXISTING 2X6 RAFTERS 0 16" 0 i N X6,_0" - — T--9" ADDITION I o I 4" CONC. SLAB i -- - -- -A - ----- -- --- - \---- TH;CKENED SLAB 5 I A --3,/I I i i I ' A-3 I I I L- - - - - - - EXISTING \ EXISTING CONC. SLAB TO REMAIN - - o EXISTINGBRICK SNEER 2X4 SOS ®15" O.C.2 TO REMAIN -3 16'-0" r—OUNr;)ATiON PLAN ROOF- FRAM I N6 PLAN 1/4" _ V-0" 1/4" = 1'-0" COMMUNITY DEVELOPMENT APPROVED 1�� LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-519-1934 Cell 904-234-3518 COA 27140 ,4',0""Pe �Y Ut 6 $o. 31 OF �r9�'% 9NAL EN�',•• z 0 i= n. U V) W 0 DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-2 0 0 ® W 0 O CN CNh Of L0 N Q LLz p I ao � 0 0o n O z O D W o Z Ll tf� ) j J J LIJ o z Lr_I z Q— C) 0 O cl� O co U? la, J Q Q z 0 i= n. U V) W 0 DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-2 0 0 Of O LLz n O z O D V) c1f LL I Q— C) 0 cl� 0 ry J Q � LLJ Z O ci� a - 0U Lf) C) Z :D C.)s 0 w m U z Q z 0 i= n. U V) W 0 DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-2 0 ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. 2X8 RAFTERS 0 2'-0" O.C.---- SHINGLE ROOF— --- 30# FELT 7/16" OSB ROOF DECK � H2.5A----.\ NUT AND WASHER ( 3X3X1/8") 1X2 TRIM W/ CONT. MTL. DRIPS 2X6 NAILER W/ 1X6 FASCIA - - 2X4 LOOKOUTS 0 2'-0" 0. HARDI-PANEL W/VENT HOLES 1X4 FRIEZE — MATCH EXIST. HARDI-LAP SIDING - 7/16" OSB WALL SHEATHING HOUSE WRAP WALL SHEATHING NAILING PATTERN: EDGE: 8d 0 4" O.C. �ELD: 8d C 8"O.C. ------ ----------------- 2X C.J. 0 16" O.C. ` R-30 BATT. INSULATION ` 1/F " GYP. BD. CEILING \� 2- X4 TOP PLATES (SYP #2) R- 3 BATT. INSULATION j 1/2 GYP. BD. 2X4 STUD 0 16" O.C. ( SPF #2) I 1/2 THREADED ROD, ( I:,41IN. 6" EMBED) SEE PLAN FOR LOCA_fONS -- — 2XA P.T. BASE PLATE Wj SILL SEALER 4" 'ONC. SLAB ---W/6X6XW1.4XW 1, A WVF FINISH GRADE- (0 R FIBER MESH ) E , e q 6 1 6 MIL. VAP') BARRIER TO HAVE 1 MIN. 6" LAr" JOINTS, TAPE AND SEAL ALL JOiNTS AND PENETRATIONS (2) #5 BARS CONT.-- — COMPACTED, 'P`OISONED RLL 1'-0" �__. _ __ NOTE: 1. BOTTOM OF FOOTING TO BE MIN.12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REB R 2 T*,rF I CAL. AAL SECTION A-3 3/4„ = 11-0" IJ�17ris�t.7"] H2.5A NUT AND WASHER (3 3X1/8") 1X2 TRIM W/ CONT. MTL. DRIP—{ — II 's 2X6 NAILER ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK ® 4" O.C. FIELD: 8d RING SHANK ® 6" O.C. 2X8 RAFTERS 0 2'-0" O.C. SHINGLE ROOF 30# FELT -� 7/16" OSB P.00F DECK —� W/ 1X6 FASCIA II" I I n 2X4 LOOKOUTS @ 2'-0" O.C. HARDI-PANEL ii u I I 1X4 FRIEZE — n n n I I n �DWALL BALLOON FRAMED E I I n HARDI-LAP SIDING I I 7/16" USB WALL SH�ATHING HOUSE WRAP _ I I I I I I — I I II II WALL SHEATHING NAILING PATTERN: I I EDGE: 8d 0 4" O.C. FIELD: 8d 08"O.C. FINISH GRA (SYP R-30 BATT. INSULATION 1/2" GYP. BD. CEILING R-13 BATT. INSULATION 1/2" GYP. BD. 2X6 STUD ® 16" O.C. ( SPF #2 ) 1/2" THREADED ROD, ( MIN. 6" EMBED ) SEE PLAN FOR LOCATIONS 2X6 P.T. BASE PLATE W/ SILL SEALER 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF ( OR FIBER MESH ) IIII .. „ • a e —.—T �• IIS. ' •/.q cp I LIJj ° ,l • 1 - 6 MIL. VAPOR BARRIER TO HAVE 1 MIN. 6" LAP JOINTS, TAPE AND '-- SEAL ALL JOINTS AND PENETRATIONS (2) #5 ARS CONT.L \--COMPACTED, POISONED FILL it -on NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR &A5L E C-N=)iAAL.L. SECTION A--3 3/4" = 1'-0" 1/2" GYP. BD. --- 2X4 STUDS 0 16" O.C. ( SPF #2 )-- DRILL AND EPDXY (1) 1/2- DIA. X 10" f THREADED ROD 0 48" O.C. W/ 1" DIA. 2X4 P.T. BASE PLATE WASHER ( MIN. 6" EMBED ) !\ 4" CONC. SLAB v 6 X 6 X W 1.4 X W 1. 4 WWF ( OR FIBER MESH ) i q T • q I I .< ------ _ 1 ___6 MIL. VAPOR BARRIER TO HAVE I MIN. 6" LAP JOINTS, TAPE AND (2) #5 BARS CONT.-- \_ SEAL ALL JOINTS AND PENETRATIONS COMPACTED, COMPACTED, POISONED FILL �r--- POISONED FILL--��-4" NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW r3RADE 2. MAINTAIN 3" COVERAGE ON REBAR s I NTrf�l OR, L.OAL7 BrEARI NG FOOTING �A_3 3/4„ = 1,-0„ ------------1 I � I I I i 7/16" OSB WALL SHEATHING I I FINISH GRADE 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF ( OR FIBER MESH ) 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS i x 1L �' 1 COMPACTED, POISONED FILL 6" 2X10 RIDGE THRU SECTION 3/8" = 1,_ 0,f DRILL INTO EXISTNG FOUND. AND EPDXY #5 X 16" DOWEL 0 48" O.C. ( MIN. 6" EMBED ) EXISTING CONC. SLAB TO REMAIN (1) #5 BAR CONT. EXIST. � ST. / N�Y� SL.�?B O�T� I L 3/4" = 1'-0" 2X8 RAFTERS 0 2'-0" O.C. SHINGLE ROOF, MATCH EXISTING f-7116" OSB ROOF DECK COMMUNITY DEVELOPMENT APPROVE® I C55, LEE J. ENGINEERING, INC. JAE Y. LEE P.E. (NO.31276) 10381 Cypress Lakes Drive, JACKSONVILLE, FL 32256 Ph 904-1519-1934 Celt 904-234-3518 COA 27140 Y UL t °•� \,\C ENS`c'�� o. 3 6 it Y 1 • • /� 'TE F .,F` RIS!:.• ►4- /OA1q L ANG Z1�.h!"INILp..Nt•••. z Lid O 1< u D � W W N O cf)H N r-) Lo V) In N LLJ = Q i (f) a 00 __j _® o I— 0 J U 0 C� z Ld rn ^ _j J DRAWN: W O= Z 06-04-18 SCALE: SHOWN z O (o to 0- 00 Q J LL z O cr U W 0 Lid 1< u D � of I_ O U Lo LLJ U (f) Q:f Z __j _® I— J U J LL z O cr U W 0 Lid 1< u o � of I_ O U Lo J LL z O cr U W 0 DRAWING NO. A-3 w Q 0 ir JOB NO. J1849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A-3 PLM E HT. - 0 i i FINISH GRADE F.F.E. --- - - -- � O - EXISTING BRICK. VENEER -- \ HARDI-LAP SIDING PARTIAL. FRONT ELEVATION 1/4$) -PARTIAL REAR ELEVATION 1/4" = 1'-0" 1 *MOM h 1 wool& . / A.0h,` 1. i.w I I u./ 1 i./ i,.. i..1... L Y n 1 I %00011 1 /4„ _ 1 ' _ O„ FINISH GRADE ?LATE HT. R I F.F.E. _ \ -_ m y pEVE�DpMEN� PPR®v A Z Lo 0 W W O N ® /� c/) P- N � Lo V) 0 r - u') N LuU Z Q DRAWN: JWJ ry 00 SCALE: UI ry DRAWING NO. 0 A - 4 o M 0 F O V) IL 0 w ch Lij �.� O F-_ X z W 0 V J J J J W Oz z Z O O It v ►00 Q U W m C) z Q Z O CL Of U V) W a D ® Z LLW 0 tY LuU J 1 849 DRAWN: JWJ ry LLJ SCALE: UI DRAWING NO. A - 4 �CL' es`- F O � 0 w ch Lij �.� O F-_ X La j U W m C) z Q Z O CL Of U V) W a W Q LLW tY JOB NO. J 1 849 DRAWN: JWJ DATE: 06-04-18 SCALE: SHOWN DRAWING NO. A - 4 G BRICK VENEER JD, ATTACH 10 FRAMING W/ TAPCON ).C. (STAGGERED) Nr=,1IN/r=X 1 ST I N& ATTACHMENT WOOD/BRICK r-(4) 16d NAILS EA. SIDE TOS' Y I ENI I 4'-0" -- 2X (SPF #2), DOUBLE TOP PLATE, FASTEN TOGETHER W/ (2) ROWS OF .131 X 3" 0 12" O.C. (STAGGERED) TOS' PL.ATC- 1/2" DIA. THREADED ROD A.B. W/ 1 1/2" PLATE WASHER OR FULL HT. THREADED ROD ANCHOR -` j- BUTT JOINT ' J lu P.T. (SIP #2) 1' -Ow - -* 6" -MIN. BASE PLATE (MAY.) PLATE FREAK PC -TAIL Iml 3/811 �---_ STEPS -----� @IN WATER SHEDDING FASh10N, I SEALANT STARTING AT THE BASE OF ' BEHIND MOUNTING THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. APPLY SILL FLASHING APPLY BEAD OF SEALAN-e SEAL TYE WINDOW FRAME TO AT BACK OF WINDOW OPENING. APPLY A 3 NOM. L FLANGE do SET WINDOW USING [DIA. TO THE BACKSIDE PAN HEAD SCREWS TO INTERIOR) OF THE WINDOW FACILITATE INSPECTION. I'TANGE (ISI LINE WITH ANY APPLY BEAD OF SEALA14T AT PRE -PUNCHED HOLES OR SLOTS. SIDE JAMBS. EXTEND 8 112;' APPLY JAMB FLASHING APPLY BEAD OF SEALAN F AT HEAD JAMB FLASHING APPLY HEAD FLASHING IIICONT. SEAL TO THE MOUNTING FLANGES AT THE "i0P (HEAD) AND SIDES ((JAMBS OF WINdOW. EXTEND SEALANT AT JAMBS 8 11M ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AMD -_ 7 ®REMOVE PREVIOUSLY APPUED VFASTEN IN PLACE. ('LASHING TAPE, ALLOWING WRB TO LAY GOES OVER SEALANT). (B)FLAT OVER HEAD FL!`HfNG. APPLY NEW SHEATHING TAPE OVER DIAGONAL GUT - SEE DIAGRAM. EALANT 0 CLO) I A WINDOW JAMB 3 ' i i FLASHINC BEAD LiLTYrEEN AND MOUNTING 01 SECURE WRB AT HEAD _ FLASHI .G AT HEAD ERTEN 1" BEYOND JAMB I LASHINC1 0HE.'! I FLASHING ® JAMB FLASHING ---- I ' �i " I I II EXTEND JAMB FLASHING ( � I TO OVERLAP SILL I i FLASHING. EXTEND I I JAMB FLASHING 8 112;' J ABOVE ROUGH OPENING AT HEAD. JAMTOP OF B FLASHINGSEALO T- UNDER THE FLAP✓ I / OF WRB AT THE HEAD. SEE DIAGRAM. -SILL FLASHING - �� / SHIM AND ADJUST WINDOW TO ACHIEVE SOUARE, \ PLUMB, AND LEVE. CONDITION. USE CORROSION ® I RESISTANT FASTENERS. FASTEN WINDOWS PER 0 WINDOW MANUFACTURER SPECIFICATIONS. WEATHER RESISTANT el LINE BARRIER (WRB) AT A 45 DEGREE ANGI-F, CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE \ TOP CORNERS AND CENTER TO THE EXTERIOR WS SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW WINDOW INSTALLATION (METHOD A-1) WEATHER RESI'iIVE BARRIER (MB) APPLIED PRIOR TO THE WINDOW INSTAL T!ON. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. m WHERE DISTAN E BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP T MID POINT, LENGTH TO BE (2) 2X TOP PLATES BETERMINED I FIELD (SYR #2 )� �3" XHER W/ 8" THICK WASHER W/ NUT I PLATE HT.. A&� WHERE DISTANCE BETWEEN TIE -RODS SECOND FLOOR CONDITION �+ E'KCEED MAX. SPACING INSTALL (1) SIMPSON SECURE TIE -ROD FROM ABOVE ii STA STRAP AT MID POINT, LENGTH TO BE TO BEAM VIA (1) HTT4 B TERMINED IN FIELD W/ (12) 16d NAILS n u WOOD TIE -ROD THRU CENTER OF BEAM W/ 3X3X1/8" WASHER AND NUT--\ [-T-� l II I� BEAM SECURED VIA WOOD -TIE ROD I II AND (1) HTT16 W/ (18) 16d NAILS it --WOOD BEAM II MAY BE ROTATED 18(" TO i' II CONCEAL FLANGE II 0NOOV TIS-5EAM CO1 NECTION STEPS TIN WAT'R SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q)APPLY SILL FLASHING APPLY JAMB FLASHING APPLY BEAD OF SEAL>NT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW G TAPE &ZI LY A $�g, NOM. DIA. 3EAD OF A'ANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING RANGE OUND THE ENTIRE PERIMETER. PLACE BEAD IN UNE WITH ANY PRE -PUNCHED HOLES OR SLOTS. SECURE WRB 0 HEAD (3)JAMB FLASHING FEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB MASHING 8 1;02;• (220'"2 ABOVE R00GH OPENING AT HEAD :m AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. 3. INTERIOR WALLS: FIFASHING AT HEAD EXTENDS 1 BEYO;JD JAMB FLASHING. SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE ®HEAD FLASHING CONCRETE FOUNDATION AND PLACED - HEADER,SEE SCHEDULE (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH THE DOUBLE #2 SYP TOP PLATE MOUNTING FLANGE AT THE Y4iERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: HEAD. FLASHING GOES OVER 0 LBS -- 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : MOUNTING FLANGE. EMBED 2X STUDS 0 16" O.C. 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS BOTTOM OF HEAD FLASHING 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD AGAINST SEALANT (FLASHING SHALL BE EMBEDDED NOT LESS THAN 8" - BY ANALYSIS _ - ( SPF #2 ) 16'-0" SIMPSON AT TW?, -PART ACRYLIC EPDXY 3 EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. O BE MAINTAINED. THE NUT SHALL BE SUCTION KINGS, SEE SCHEDULE ` TORQUE. FOR TWO STORY MALLS, A 20 ---------- COUPLER SHALL BE USED TO JOIN TWO -- - - 44.2 PIECES OF ROD TOGETHER TO CREATE A + 38.0 CONIINUOUS PATH FROM TOP PLATE TO FOUNDATION. 100 - - ---- + 36.2 --- - 39.7 END ZONE 10 -- --- + 42.5 - - - 56.9 20 ----- JACKS, SEE SCHEDULE ---- - - 53.2 50 - -- - --- + 38.0 -- - - 48.0 NOTE: 100 - --- + 36.2 - - 44.2 1/2" DIA. THREADED ROD X 0.6 OR DIVIDE WITH 1.6 2X FRAMING 0 TOP OF SUBFLOOR 2.54 X 144 = 365.76 SQUARE INCITES (c) V) 0- 2X P.T. BASE PLATE M Q 1/2" COUPLER W INTAKE 10381 Cypress Lakes Drive, 365.76 X .50 = 132.88 SQUARE INCHES JACKSONVILLE, FL 32256 FIN. FLR. ELEV. ' Jill -SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT TY!� I aA .. JVN I MOOD ImRAM I N6 3/8" = 1'-0,1 WHERE DISTANCE BETWEEN TIE -RODS SECOND FLOOR CONDITION �+ E'KCEED MAX. SPACING INSTALL (1) SIMPSON SECURE TIE -ROD FROM ABOVE ii STA STRAP AT MID POINT, LENGTH TO BE TO BEAM VIA (1) HTT4 B TERMINED IN FIELD W/ (12) 16d NAILS n u WOOD TIE -ROD THRU CENTER OF BEAM W/ 3X3X1/8" WASHER AND NUT--\ [-T-� l II I� BEAM SECURED VIA WOOD -TIE ROD I II AND (1) HTT16 W/ (18) 16d NAILS it --WOOD BEAM II MAY BE ROTATED 18(" TO i' II CONCEAL FLANGE II 0NOOV TIS-5EAM CO1 NECTION STEPS TIN WAT'R SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q)APPLY SILL FLASHING APPLY JAMB FLASHING APPLY BEAD OF SEAL>NT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW G TAPE &ZI LY A $�g, NOM. DIA. 3EAD OF A'ANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING RANGE OUND THE ENTIRE PERIMETER. PLACE BEAD IN UNE WITH ANY PRE -PUNCHED HOLES OR SLOTS. SECURE WRB 0 HEAD (3)JAMB FLASHING FEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB MASHING 8 1;02;• (220'"2 ABOVE R00GH OPENING AT HEAD :m AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. A APPLY TAPE AT CORNERS TO TEMPORARILY HOLD ' FLASHING IN PLACE UNTIL. WRB Is APPUEO.- 3/8» = 13- 0„ SILL FLASHING -� SHIM AND ADJUST WANDOW TO ACHIEVE SQUARE: PLUMB, AND LEVEL CONDITION. USE CORROSION RES1S(ANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICA'n MIS. 19 ©WEATHER RESISTANT BARRIER (WRB) 9 AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL_ GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE / y TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP L :FT CORNER OF WINDOW WINDOW INSTALLATION ( ETHOD B-1) WEATHER RESi'FIVE BARRIER (WRB) APPLIED PRIOR TO THE V.gNDOW INSTALLATION. FLASHING APPLIED BEHIND THEM UNTiNG FLANGE. •ycv .--Ic�l cV N CV 1 ROW OF 10d NAILS 1 ROW OF 10d NAILS 0 6" O.C. STAGGERED • 0 6" O.C. STAGGERED SEE NOTE 1 • SEE NOTE 1 ' • 3 ROWS OF 10d NAILS 0 8" O.C. STAGGERED • SEE NOTE 1 2X.4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS 0 4" O.C. ATTACHMENT Or- MUL.TY-PL`I' MEMBERS 1 1/2" = 1'-0" BEAM 2 PLY BEAM! 2X10YOR 2X12 N N 2 ROWS 16d COMMON WARE - NAILS 0 12" O.C. EA. SIDE �I 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTICIN ADHESIVE AND NAILED. 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C.---M MULTI-fmL`r LYL 5M ^001 I-LITCH 5�vi 1 1/29$ = 1'-0" 1 1/2" = 1'-0" 6ENER 4L STRUCTURAL NOTES 1. CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 AMERICAN CONCRETE INSTITUTE 2, LIVE LOADS: ROOF: - ------------- --- --- 20 PSF 3. WIND LOADS: SEE WINDLOAD CHART 4. ALLOWABLE SOIL BEARING: - - - 2500 PSF 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI REINFORCING BAR -- - -- -- -- - -- -- ASTM A615, IR 60 WELDED WIRE FABRIC --- - - ASTM A185 ANCHOR BOLTS - - --- --- -- ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST #2 SYP WOOD MEMBERS FOR FOR STUDS -- - - #2 SPF OR BETTER MICROLLAM - -- - ---- 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS ----- ---- --- -- 3 000 PSI SLAB ON GRADE --- 3,000 PSI ALL OTHER CONCRETE --- -- ------ 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE --- -- - - - - - 50 BAR DIAMETERS WITH WIRE TIES MASONRY - - -- - ---- 48 BAR DIAMETERS WITH WIRE TIES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH - - -- - 3" SLAB ON GRADE---- - --- -- --- CENTERED EXPOSED TO EARTH OR WEATHER: #6 `IHRU #11 BARS-------2- #5 ARS-------2"#5 AND SMALLER --1 1/2" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL. BENDING DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL 5E EITHER Hilti HIT HY 200 R OR A OR RAMISET EPCON CERAMIC 6. Tib ROD ANGHORINcS SYSTEM 1. THREADED ROD: 3. INTERIOR WALLS: FIFASHING AT HEAD EXTENDS 1 BEYO;JD JAMB FLASHING. SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE ®HEAD FLASHING CONCRETE FOUNDATION AND PLACED STIFFENING SHEATHING APPLY A CONT. SEAL ALONG (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH THE DOUBLE #2 SYP TOP PLATE MOUNTING FLANGE AT THE Y4iERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: HEAD. FLASHING GOES OVER 0 LBS -- 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : MOUNTING FLANGE. EMBED ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS BOTTOM OF HEAD FLASHING 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD AGAINST SEALANT (FLASHING SHALL BE EMBEDDED NOT LESS THAN 8" - BY ANALYSIS _ - GOES OVER SEALANT). 16'-0" SIMPSON AT TW?, -PART ACRYLIC EPDXY 3 EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. O BE MAINTAINED. THE NUT SHALL BE SUCTION FASTEN IN PLACE. A APPLY TAPE AT CORNERS TO TEMPORARILY HOLD ' FLASHING IN PLACE UNTIL. WRB Is APPUEO.- 3/8» = 13- 0„ SILL FLASHING -� SHIM AND ADJUST WANDOW TO ACHIEVE SQUARE: PLUMB, AND LEVEL CONDITION. USE CORROSION RES1S(ANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICA'n MIS. 19 ©WEATHER RESISTANT BARRIER (WRB) 9 AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL_ GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE / y TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP L :FT CORNER OF WINDOW WINDOW INSTALLATION ( ETHOD B-1) WEATHER RESi'FIVE BARRIER (WRB) APPLIED PRIOR TO THE V.gNDOW INSTALLATION. FLASHING APPLIED BEHIND THEM UNTiNG FLANGE. •ycv .--Ic�l cV N CV 1 ROW OF 10d NAILS 1 ROW OF 10d NAILS 0 6" O.C. STAGGERED • 0 6" O.C. STAGGERED SEE NOTE 1 • SEE NOTE 1 ' • 3 ROWS OF 10d NAILS 0 8" O.C. STAGGERED • SEE NOTE 1 2X.4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS 0 4" O.C. ATTACHMENT Or- MUL.TY-PL`I' MEMBERS 1 1/2" = 1'-0" BEAM 2 PLY BEAM! 2X10YOR 2X12 N N 2 ROWS 16d COMMON WARE - NAILS 0 12" O.C. EA. SIDE �I 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTICIN ADHESIVE AND NAILED. 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C.---M MULTI-fmL`r LYL 5M ^001 I-LITCH 5�vi 1 1/29$ = 1'-0" 1 1/2" = 1'-0" 6ENER 4L STRUCTURAL NOTES 1. CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 AMERICAN CONCRETE INSTITUTE 2, LIVE LOADS: ROOF: - ------------- --- --- 20 PSF 3. WIND LOADS: SEE WINDLOAD CHART 4. ALLOWABLE SOIL BEARING: - - - 2500 PSF 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI REINFORCING BAR -- - -- -- -- - -- -- ASTM A615, IR 60 WELDED WIRE FABRIC --- - - ASTM A185 ANCHOR BOLTS - - --- --- -- ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST #2 SYP WOOD MEMBERS FOR FOR STUDS -- - - #2 SPF OR BETTER MICROLLAM - -- - ---- 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS ----- ---- --- -- 3 000 PSI SLAB ON GRADE --- 3,000 PSI ALL OTHER CONCRETE --- -- ------ 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE --- -- - - - - - 50 BAR DIAMETERS WITH WIRE TIES MASONRY - - -- - ---- 48 BAR DIAMETERS WITH WIRE TIES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH - - -- - 3" SLAB ON GRADE---- - --- -- --- CENTERED EXPOSED TO EARTH OR WEATHER: #6 `IHRU #11 BARS-------2- #5 ARS-------2"#5 AND SMALLER --1 1/2" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL. BENDING DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL 5E EITHER Hilti HIT HY 200 R OR A OR RAMISET EPCON CERAMIC 6. Tib ROD ANGHORINcS SYSTEM 1. THREADED ROD: 3. INTERIOR WALLS: 2" DIAMETER A307 CONTINUOUS SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDATION AND PLACED STIFFENING SHEATHING VERTICALLY THROUGH (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH THE DOUBLE #2 SYP TOP PLATE 4. TIE ROD SPACING: Y4iERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS -- 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : ROD 0 5'-0" O.C. EXTERIOR ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD 2 2 SHALL BE EMBEDDED NOT LESS THAN 8" - BY ANALYSIS _ - INTO MIN. 3,000 PSI CONCRETE WITH 16'-0" SIMPSON AT TW?, -PART ACRYLIC EPDXY 3 OR EQUAL. A 27' EDGE DISTANCE SHALL O BE MAINTAINED. THE NUT SHALL BE SUCTION TIGHTENED TO +/- 25 POUND -FEET OF + 42.5 TORQUE. FOR TWO STORY MALLS, A 20 ---------- COUPLER SHALL BE USED TO JOIN TWO -- - - 44.2 PIECES OF ROD TOGETHER TO CREATE A + 38.0 CONIINUOUS PATH FROM TOP PLATE TO FOUNDATION. HEAVES SPAN TABLE AN0 STUDS HEADER BEAM - WINDOW / DOOR MAX. OPENING 2X4 ( JACK) STUDS_ 2X4 ( KING ) FULL HT. STUDS (2) 2X8 #2 SYP 3'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 41-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 5-0" 1 2 �- (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 6'-0" 2 2 (2) 2X12 #2 SYP W/ 1/2' PLYWD_ FU TCH _ 7'-0" 10'-0" 2 2 2 3 - BY ANALYSIS _ - BY ANALYSIS 16'-0" 2 I 3 1RZCOMr=NVr=V STUO SIZE AND SPAC I N6 UNINTERUNTED STUD HT. STUD SIZE SPACING I GRADE 8'-0" THRU 9'-10" ' 2X4 16" O.C. SYP #2 OR SPF #2 10'-0" THRU 14'-0" I 2X6 16" O.C. SYP #2 OR SPF #2 14'-1" THRU 18'-6" 2X8 16" O.C. SYP #2 OR SPF #2 19'--0" X 22'-0" 2X8 / 2X,10 16" O.C. SYP #2 OR SPF #2 - AINO 10,40 NOTES CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 ULTIMATE DESIGN WIND SPEED Vult.: 130 MPH BUILDING RISK CATEGORY: II W N WIND IMPORTANCE FACTOR: 1 = 1.0 C _j WIND EXPOSURE: C r U ENCLOSURE: ENCLOSED BUILDING N INTERNAL PRESSURE COEtFIENT: GCpi = + .18 OR - .18 WIND PRESSURE TO COMPONENTS AND CLADDING: ( MEAN ROOF HT. 30' ) END ZONE = 6.0' WALL ZONE AREAS (SF) WIND LOADS ( PSF ) O POSITIVE SUCTION iN-IERIOR 10 ---- + 42.5 -- - 46.2 20 ---------- + 40.6 -- - - 44.2 50 - -- ---- + 38.0 ------ - 41.7 100 - - ---- + 36.2 --- - 39.7 END ZONE 10 -- --- + 42.5 - - - 56.9 20 ----- + 406 ---- - - 53.2 50 - -- - --- + 38.0 -- - - 48.0 NOTE: 100 - --- + 36.2 - - 44.2 AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 O 0 O W N 0 C _j Z r U W N = Q 1 � � 3 a', p (� O Q Of U O � � " 0 V) (31c3 L1. i 0 z Ld V) / ) J J J -j J W WT_ 0 > z o 0 2.54 X 144 = 365.76 SQUARE INCITES (c) V) 0- M Q O z O 0 �•L.Li L_L _j Z �. U 0 V) _jQ � � 3 a', LTJ Of U ATTIC SQUARE FOOTAGE � Li D:f " 0 EV) 381 S.F. L1. i I r • U W m U L.- J Q z O F ,ATTIC VENTILATION CALCULATIONS: � � 3 a', Of U ATTIC SQUARE FOOTAGE 381 S.F. LEE J. ENGINEERING, INC. 381 DIVIDED 9Y 150 = 2.54 S.F. JAE Y. LEE P.E. (NO.31276) 2.54 X 144 = 365.76 SQUARE INCITES W INTAKE 10381 Cypress Lakes Drive, 365.76 X .50 = 132.88 SQUARE INCHES JACKSONVILLE, FL 32256 Q p EXHAUST 365.76 X .50 = 182.88 SQUARE INCHES Ph 904-519-1934 I F� (,1) 6' 04 -RIDGE VENT REQUIRED Cell 904-234-3518 JOB NO. J1849 COA 27140 \\\,\\\\0\\11111gIt1iNYgl/llp// a �e YUL ��9'% •...." ` fie, J DRAWN: JWJ �� •• ' DATE: 06-04-18 TF ; °' 3 6 ' SCALE: SHOWN ANAL EN��••°". DRAWING NO. /�//n/►umnronlrlp,••