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Sea Oats Drive 1640 Z � m � qx U � � Hw N 83043'50" E 139.9'7' -� w . .,,, - �_ �.�C ��-f� ►.)rte.- �-fi I c.a __-�_ W°'" H 29 to it I� I EX15TINC ONE 5TORY 1 _ MA50NRY & FRAME i RE5IDENCE LOT 17 E3LOGK 13Lu o I �= / z � U) LLI DZ 0 z LD QAt Ami I� rc�ii LU o LU n o r, 5 89°23'01" W 63.•49' 5EA OAY5 DRIVE (60.0' RIGHT OF WAY) YX 51TE PLAN Bni,8� KLA 0 SCALE; 1" W10'-D" 3 .OG 3!goo-Iw n�Ap01�IC BAC�1 o R M ILL- sff City of Atla,t:C 2,-Bch Planning :, !, 'MIS 8pprova. t i<; 120nIng, deve!') apn c d, f., tic iu iai prwr a ssuance c; a � _unit. � Ld ed Bp LIJ �'7• om r ty evlopment Director �, v l ;�.""_. i� ..')E�'�1.$,.• Y N 6i •:.:y Of 6i�6�)• ,�`- � l` (�.."1 R"r b 6Rdr` Cr I�• ue.�a" !�k ""Le}2. 001 l �=i'�•'�f`-tom Fy:;i:a� ��"CCf� a�Y�.hf� q �.�•p'.�"��� �.a �p•G . � '��.�'l 6-1 A13 V / dl pop -----T _-__ _ _ ___ .- _. _ _ _ __ ___ _. `•' A � a - •- � -.- � �" �TI�-l}GT�i't.�l$1.� C�C�fi�}I L- 1 �f5 � � � � C� ami - ----._......, --?r' � � � I G --• � � � �. � r� ��I ��I>�c� I� ���p�� 5�►�17 1� , w 1 d�G / �`' I I ST�.�� �c�-Ik ��vG- o� --�---- J `l��� ,��~ � �" f-• cam.., C,�Y�C LyA&� I8r► e�P 11-1(1;, I I l q ✓ I , � ; ( I I cs til --- _ --..— --. . _..._...._ ' � ( r7vr 1', li^.i.IG-# •V� G.sCI�7TItJC� N v 062 SLe }- MP-1lFa\q rll r"c-1 e 't IPG '/J•� All-2' .r_v1r \lr �I F4 Emu , yr�i cin _ � •� � �I F I � f �} f~lL�� G.�IMIJL=.1���i4`,I�• "i I I I If'�•I�.--•- � _4yti Y,i 12 off�_f/l V iD� C i IIT----•--- ' a CA ' I I•_ExDl_l rotes W.1 1k/ _ N TE; CONTRACTOR SHALL VERIFY 7 r,��{�' Y1�Gsl�t�� A- r� ` T /� i • d EXI5TING ROOF PITCH, OVERHANG �. ! AND ANY OTHER CONDITIONS TO v MATCH NEW ADDITION TO EXISTING " i -- - — / Zi 1 LuROOF 5TRUCTURE w� n zz 9, _ N OT� : KEY _ - �_ 1 ROO PLAN _ a Q � __ � o SCALE: 1/8" = 1'-O" - 25 YEAR SHINGLES ON 30# ROOFING FELT o o OVER /a"COX QW-0513 5HEATING ! _ _ -- O n -A 2: FASTEN ROOF SHEATHING wl&d COMMON WIRE .__. { II { NAILS @ 4" O.C. EDGE5, FIELD 1 �-- {'� ! �� 3: METAL HURRICANE CLIP �t 1'-/ � Ga I�xl�i �� �71./1�l " d < �-IF 4: 4" METAL DRIP / Q ' Q 5: 1x6 FASCIA MATCH EXISTING) � I i / I _ G CTI O N 6: 2x4 SPF #2 STUDS (016"O.C. v' •- L r—� --_W�...F� I 1�� _ . c•t" i �1W __ � � � t.Ll 7: PLYWOOD SOFFIT w/Vi=NT(MATCH EXISTING) 1''0" 6: 1x6 FRIEZE (MATCH EXISTING) IAN 9: 30 Ib. FELT UNDER T-111 91DING TO MATCH EXISTING 10: R-30 INSULATION w/2"POSITIVE AIR SPACE it: PRE-ENGINEERED ROOF TRU66E5 0 24"O.C. w 12: (2)2x4 9YP N0.2 TOP PLATE ✓ I 13: !�Etef_TP•J14 CSA 16"O,C, s i m 1 6wj r-Pk 4 e I 14: R-11 13ATT INSULATION 15: 2x4 P.T, SYP Not SILL PLATE w/1/2"x10" ANCHOR BOLT V' 0 24"O.C. w/2"x2"x 1/8"PLATE WASHER 111 16: 4"CONCRETE SLAB ON GRADE w/WWF 6x6-WL.22 4Xw1,4 OVER 6 MIL VAPOR BARRIER ON COMPACTED FILL L.C7 ^X�h 1 --Xl -11 fl��4* 17: $/4" DEEP 6AWGUT w/ELASTOMERIC SEALANT FOUNDATION 18: 10"x20"THICKENED SLAB w/2-#5 CONT. „-- PLAN GENERAL NOTE: NOTED DIMEN510N TAKE PRECIDENCE OVER SCALED DIMENSION SCALE:�/4" 1'-0" b w J x T W. 6� irr'i v I 1^ �,o k5 e. I { I! FOUNDATION NOTE5 KEY r .> �D �s�� cbx-i x gp 0 1. DRILL 6"AND EPDXY 2 PCS # 5x2"-6" INTO EXI!STINH FOOTING 4.VTI O N LAP 24"W/NEW FOOTING REINFORCING, 2: DRILL 4"AND EXPDXY M&4. "trd_WELININTO EXISTING SLAB,@ "2 12 0 -z 5C: 3/4" = 1'-O" 24"O.C. AROUND PERIMETER OF NEW SLAG. 9��esj 3 u�"a 3: 4"CONCRETE SLAB ON GRADE.w/6"x6"W1.4 Xw IA w.w.f. OVER 6 mII i �j i u VAPOR BARRIER, OVER TERMITE TOEATED GOMIPAGTED FILL. " ^ 4: EXISTING HOUSE SLAB 015% 5: EXISTING GARAGE 5LA6 _- o a' tA D I•� 6: EMBED 1 PC Sfi+Ae&_f.Tmf;TRAP EACH SIDE. !� 0�6a� r � 7: 12"x20" MONOLITHIC CONCRETE FOOTING w/2 t# 5 CONT. •w - LCI - rid 04, . - -- _- _ 4 V _ L\j� �1 NOTE: 5AWCUT CONCRETE 5LA13 WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT I { VIII — ► 5AWCUT 5LA13 TYPICAL SCALE: -5/4" = 1'_0,. No., 0082c TYPICAL WALL 5ECTION Av , T .- ��;`�;•' CHRISTOPHER C. KATtIE, INC. %% CONSULTING . CONSULTING STRUCTURAL ENGINEERS r THE DESIGN CERTIFICATION I5," �* 440 OSCEOLA AVENUE LIMITED TO WIND LOAD ANALYSIS AND JACKSONVILLE BEACH, FLORIDA STRUCTURAL DESIGN ONLY FL PE NO.36820 I. l vnA J + + �I,III I �� � ► �II �'_zll I�tLI 21--4+I �I CQII y� II r,;-�t :+I r �pllIJ SII YI �11 Q or _ _ - _ - - - Ir I �� o a _ _- _ --- _ _ _ _.-- I �_ W � C) 09 7 NICHE BEAT ROOM INTERIOR ELEVATION 1 �z _ -- I I it I 1 I >.._ M Yr' 5CALE: 3/8" 1'-0" _ - --- r-��`� Z2 �\ I -m ,I, . .r lye ������,��� o r � 7 Q I II I _ � M. BATH TILE /�\ I I V ( lo ( L._ 11 MASTER BEDRM. I w N _ o �� � � }1T I•.= ._._. _.._.� _ � CARPET I I �y � �1 II I - - 0 ` GARAGE �� W.I.C. () u� , ,a ( -v CARPET :t I I - '{�►CsSlr� 01 __ • - 6cELVES- ` ( T� �i �" Q , 1=��..—._ Y 6w-ft? e4G1� Sipe; ®+ t\1 I- X11 - .-_ . ..____ --' -t-4�t� �G►al,��r�' b�+a2. � o_..._. __. r � FIREELACE INTERIOR ELEVATION I I I , 1 + HALL _ ► �. �91�, =.:���5 e�� 1 ATH INTERIOR ELEVATION I � I Q O - I �� MA aTEi „ �. SCALE:3/ I _�� r ( I -� TILE p •;, SCALE 3/8 = 1 -D _ .__.i� - o -- I- �- • - -- -- °-y t _ _. W -- - _.._ _. 1 _ X I�-i-it I -- — t, ,po O Ipc � e' ; u PANTRY NT. ELEVATIONS KEY M PK o I I i DOOM SCHEDULE MARK O i _ ' � r �� DINING RM, { II• , `II _ ` TILE I'Ily 2I' ZI SII +' }.f��\.1�. t,�/�l.l .�. at 1: MATCH PANELS TO EXISTING ' rIJ _ ABINET5 I AGE +� II r � �11t I�.C,r1 KITCHEN G I I A: 1670 GARAGE �--_�•_, -- 2: FIELD VERIFY KEG COOLER 1 1 0 5: 2868 F'f�EAGHTREE "AyANIT" PANEL A300 PAyIA I-L,y?rM 1�.1}7r " rL l7 K - < DRAINS OF COOLER TO I is C. 2868 PATIO .r 1� :`t: ,fro a-; r te .. �- o G� -W CONNECTED TO BAR SINK + D: 2668 `�) I �� �E ( I1 -� o ,� I Lu u- 3: WOOD MANTEL (VERIFY E: 2068 _ _- I - w/OWNER) -r I I F: 2468 5HOWER/GLASS-CLEAR �� - .. '+ s ,' r �, r�.l$ ,I � r _ 1 -- -- ---.. --- ----. -- _ 30" FIREPLACE I Q I - -- :--- G: 2668 PREAGHTREE "AVANTI" PANEL A300 / z Lu u TONE FACE AND SIDES + H: 26LLI Lu 68 POCKET J'1,CA , Gj P,�a•z - ? I I: 2668 SOLID --- r7 �� _ I (VERIFY w/OWNER) I < -F." t�l� 1 pG _� C1 + +� + rr J: 1668 BI-FOLD -.. j. . �1 U 6; WP-9$2 CA51NG-PAINT ,G ref' '^) 7: 1x8 FIR w/BULL NOSE EDGE I G�sr -r "Ipl REF7�'V K: 6068 PATIO __..___ _T v�crorJ d>� �a,laT 00&- Gt 3� L: 3068 PEACHTREE "AVANTI" A326 -Fo �o0:PA �%� �l�1°+Jl. r� � F L�t�: _�' NvLI� W PAINT -- _--- o ( 1 W/14" 51DELITES 534G - GP,LN _ MB-2 APRON - PAINT �W ` { � It I III L1"' i x < II i �=1 I 1 WINDOW 5CHEDULE mARK NJ z t II 1: 2844 5H ] 2: 1616 FIXED ACRYLIC BLOCK __._.. ._ 1) F;5c;1!W� to/ 4 ��� r p U YJjT � 3: 4010 OBSCURE GLA55 O GREAT Roots w 4: 2610 FIXED + _ I 5: 3050 5H �xC�r ? TILE t + r.. .4� 1 I + 6: EXISTING WINDOW5 4050 5H Da r' ) Inc. , 2 ' I ,G%D+2 0 ff, . 1� - O, � o - Ov 7 i �1 1B 6FA-)vt 41- r I { � ► +I � �o,ofi -� ._ I I I a�.}�. ��I��TI1Y aft✓r_I I1 � -�I.�� � jo o i - �( -}-., .� ep TOP I {I I I + t �oCzT►n�y a1= =�.r�`n �la ���>7 PLAN KEY MARK Q r � �-� _... __._ � I +� - � --•I �Lrr�. �—_ �__-_._. I . - 1 1: ATTIC 5TAIR5 �--- 2: DRYER Co � e-,W kI 11_1 C* ��s I 3: WASHER �C..Jd�c;��rrWl�d ,� �'I �" w ( s� 1�� II f 4: ROD & SHELF ` + 5: LAUNDRY 51NK IN BASE CABINET 6: H.W.H. 7: 36" HIGH VANITY w/POLMER MARBLE TOP w/RECESSED BOWL r C- LOC_IT E.1 1 i 6lLYff'�`"'l 8:• WHRILPOOL CORNER OVAL TUB ARBLE rds (FCM285) POLYMER Mf . t," p. �L :. .� (MANUFACTURE -- FLA. CUSTOM r �` n a � oMARBEL, INC.) 9: 5 5HELVE6 &O)\)e V G-:I :" [�T! �-, _ 10: NICHE (SEE INT, ELEVATION 2-3) 11: BAR SINK I L f 0 12:, CABINET w/KEG COOLER BY TOF r�w` D OWNER) Ck-. 13: 8x8 COLUMN 14: 36" FIREPLACE w/RA15ED o HEARTH 15: PUMP HOUSE (SEE ELEVATIONS) -' _ - - 16: SEAT TILE SHOWER FLOOR R PLAN GENERAL NOTE: NOTED DIMENSION TAKE PRECIDENCE OVER 5CALED DIM h4,&i0N Opt AREA TAI3lJLATI�N I~-{EA D 12 SPAN TA�LE AND BTU D5 DEMOLITION PLAN PE M MITI N NATES: MARK El SCALE- 'a~ = r-a~ '� Ar � ►.F1c4r�".;= EXISTING CONDITION 1639 SQ. FT. SCALE: '/�" - 1,'0" HEADER WINDOW/DOOR 2x4 JACK 2x4 FULL 1: REMOVE COMPRE55OR AND PAD. 6: REMOVE BRICK COLUMNS AND 5Yp #2 MAX OPENING STUDS HT STUDS :ADDITION 1229 5 FT 2: REMOVE CONCRETE PAD PLANTERS. KEEP ROOF INTACT NOTES: .P�` a " �TDTAL CONDITION: 286850. FT. 3; REMOVE GARAGE DOOR 7: REMOVE AIR HANDLER 1) TYPICAL HEADER SYP No. 2 UNLESS NOTED - 61 I�~''` : GF =Q�1.RAGE: 524 50. FT, 4: REMOVE BRICK AND SIDING 8: REMOVE ELECTRICAL PANEL (2) 2x8 3�_p" 1 2 ON PLANaY•. -•;af,; PORCH: 108 5Q. FT. @ GABLE TO SHEATING 9: REMOVE BRICK TO 3'-O" A.F.F. A " (2) 2x8 5'-0" 2 .2' s 2 NUMER OR JACK STUDS AND FULL HT. v ``� ' 'r. ~ 5: REMOVE PUMP HOUSE. KEEP 10: REMOVE EXISTING WINDOW IN 2 2x10 6'-0" 2 '" ) TOTAL UNDER ROOF: 3500 5Q. FT. CHRISTOPHER TING STRUCTURAL C. RAL ENGINEERS INC. ' �j �.6 Com' ; ELECTRIC, PUMP AND PIPES GARAGE AND RELOCATE @ NEW ( ) " 5TUD5 EACH 5IDE OF WALL OPENING, 2x4 CONSULTING STRUCTURAL UNGIN> ERS � THE DESIGN CERTIFICATION 1S 440 OSCEOLA AVENUE INTACT LOCATION AS PER PLAN (2) 2x12 8-0 2 5PF- No. 2, UNLE66 NOTED ON PLAN LIMITED TO WIND LOAD ANALYSIS AND JACKSONVILLE BEACH, FLORIDA STRUCTURAL DESIGN OrNLY FL PE NO.36820 y 1 r-x 1 S-r I �1 C �k r-�>:'r� a orw —3 dt ry —4. .= a � Ll REAR ELEVATION 14 - �p �v SCALE: �/4" = 1'-0" � �r d�4)c•rt I�tit. -�. t� 9 I[ . I�. l f ,. w I t t .. -- - _ F _-- - 4) - - _ _.� __ . l�x r� .t Yrs l i`�-�' < �W LEFT ELEVATION STRUCTURAL KEY MARK ( 147 ►� o SCALE: Y/4" = 1'-O" 1: 2 P5G STRAPS EACH SIDE: - 2: 1 PC 5;wco:pGPGx62G-rRAP EACH 51PE: OF OPENING 3: 2 PC5 S1aMICt } TI' ,�€' 4 ELEVATIONO KEY MAK O 5TRAP5FRIOM PORCH 13EAM TO rA 5ECTION 1: 1x FRItZE (MATCH EXISTING) 6x6 POST ((TYPICAL) 2: SOLDER PATTERN 4: 1 rc ae co-- w@6'-F M ~ I tqr wo 0 3: BRICK (MATCH EXISTING) 6x6P05T T'O FOUNDATION 4: 30 YEAR SHINGLE ROOF (TYPICAL) - -. 5: VENT(PAINT) 5: 3 PC5 �,�i;D lccr-p.T- Ada' STRAP5 'S I mp'50A) P46T-A 24• - 1"TR L Z r"'A'�I!6�` p 87 0,2. tr0do6r-a I~w1) s 6: 4 METAL DRIP OVER 1x FASCIA EACH 51DEi OF OVERHEAD DOOR X,teg'bfit,lh) Ar -c- (MATCH EXISTING) PAINT OPENING � oma _ 3 7: CRICKET @ NEW CHIMNEY - 8: 2x4 TRIM PAINT 9: 2x6 TRIM (PAINT) v �`J � oW 10: T-111 SIDING (MATCH EXISTING) f - 0 9��� �� PAINT II: EXISTING WINDOW — �,_ 12: 1x4 TRIM (SEE DETAIL 1-A4) �. �__ _._-. 13: HARDI PLANK (LAP PROFILE) I I _ �-r _ -_ --..- _.._�__ _..__ ._ _ _ `� 1 2 14: TRIM (MATCH EXISTING DETAILS) 15 ROWLOCK PATTERN 16: 6x6 P.T. 5YP NO. 2POST wl 1x8 WRAPED (SEE DETAIL 2-A4 1:1 D 17: 1x6 6A5E ANP CAPITAL (7�--�- LA 18: HARM PLANK (LAP PROFILE) �. _ ____ OVER 30L13 FELT OYER EXIaTING T-111 (TRIM TO MATCH �'�� L_-_. -1f_. —_ F: Ej -- ----- ---- _ _ --- EXISTING DETAILS t� r.tQ � - - D � � =�. r II =-1 SHUTTERS ( lI -_ W__._ __ fl Ar- El - -_- -__ _ C__ _ rr+ lu 9 sPi&t`��-tsv `tq J1 ��__ ` /)r��1I� i l 9.::. 1 yy; 'x9..1 P"d Sts I �..... - ' 1 IT �a 4.1�L../ \�/ /', r:Hr`- ,i @ �. ;.d 'C.J7"�?"•e P'"y r ✓ - O��L' 11 �.: J,' •r. ERONT ]ELEVATION SCALE: /a" 1'-O" U : FSG. 58024 g OF - a C.HRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEERS THE DESIGN ER` II*CCt�['�ION IS 440 OSCEOLA AVENUE LIMITED'T'O WIND LOAD ANALYSIS AND JACKSONVILLE BEACH, FLORIDA FL PE NO.36820 STRUCTURAL DESIGN ONLY r i M. w � BATH � MA5TER SEORM. Tv W.I.C. f GARAGE, Jammuori HALL I _ —t�- BEY/ -tfle- sD ,. ELECTRICAL LEGEND i t' NTRY dD IImY MPLEX RCPT- 6i" OKE DETECTOR I((Dl N.MER NDIG. NGT. AFF. O P1,61-1 5UTTCN IIDv 1 BIDE MIMPED o00o C 41Y-MO `-�' � �" Qb WEATHER PROICF CUTLET (p6PEA ER DINING RM. A wr ® IW FLOOR OUTLET 1NTERCZtl 6TATICNzz I10v CUTLET ON Gr�D INTEFdC0M PANEL - O FAULT CIRCUIT ® VOLUr-E GGNTROL - — -- -- — __ -� LL GAR GE DOOR OPETtER f TWO WAY bL1JITGN --_.— _.. _.-...- A - . --I U �_ _-_ < «� II \ w 1Lt �p DEDICATED OUTLET T, THREE 1114Y 5W17G1-1 \ I I� >I 1� I II � p � � ►1JUNCTIONe�x �, Fo(N uwY'ewrtC44 . eWITCH w.1 D1-MIR \ -_t_�___�__� 40 ExWAU9zT FAN II r - EXHAUST FANLIGHT t� BWITCN M DOOR JA 0k } C-EILWj NT'D OG"T Or CEILMG FAN PRE-WIRE z WALL MTV L 16PHT � FLOOD L 1Cs1-tT z Rt?CE06t?D LI[s+fr ===x FLUOF_BCENT FIXTURE C)7kYl lGsµT' C) 0 f�CEBD EYEpA1 L TUBE LIGHT H i (3) GREAT ROOM 01 O RECE86ED M016TURE '� _^ `,1 PRS L*14T �- _ �1 WALL 8CCNC:E C-EILM s FAN �_--�� _ . �'�I' �/4L I_ `LU d TELE PI-4CN1; CUTLET ' , TEL E F MODEM LINE CE I L MG FAA/0544T �_I l'�----- �r TE_EPWCN) FLOOR OUTLET f f i GABLE TV OUTLET TRACK L 6W _ ® THERMOBTAT KEYPAD �1 v, p � ELECTRICAL PLAN ELEc-rRIcaL NOTES MARK SCALE: ��/4" ; V-O" 1: TO EXISTING KITCHEN LLIGHT FIXTURE ; N TE; 2: MOPE EX15TING WY OLUTLET FOR WELL LOCATION OF ELECTRIC OUTLETS ARE A REFRE5ENTATION ONLY, OUTLETS WILL BE LOCATED FER LOCAL CODE z O a W L� s REVISIONS BY 2"x10" SYP No.2 SIMPSON A35 HURRICANE 1/2" CDX PLYWOOD ROOF SHEATHING. RIDGE BEAM CLIP, SEE UPLIFT FASTEN w/ 8d COMMON WIRE NAILS CONNECTOR SCHEDULE 12 FI 4" O.C.EDGE AND 4" O.C. 2"x8" SYP No.2 OVERFRAMING UPLIFT CONNECTOR AT SIMPSON SPH4 A7 2x4 BLOCKING AT ALL 3.5 FIELD. RAFTERS, SEE ROOF FRAMING TOP AND BOTTOM OF EACH STIUD TO HORIZONTAL JOINTS IN PRE--ENGINEERED WOOD ROOF PLAN EACH STUD, SEE SCHEDULE TOP PLATE WALL SHEATHING Ll TRUSSES @ 24" O.C., FASTEN 2 PCS SIMPSON CS16, 40" LONG TO DBL 2"x4" PLATE W/ 2pcs 12d TOE NAILS EACH SIDE OF EXTERIOR WALL FRAMING ° ° o o N BE OF FULL ROOF TRUSS ° 0 0 0 H GHT STUDS ° G G O O ° ° E H IDE OF '/2" CDX PLYWOOD SHEARWALL HURRICANE CLIPS PER UPLIFT < 2x6 SYP No.2 COLLAR TIES w/ 0 NIN , SEE SHEATHING NAILED TO STUDS PLAN R SCHEDULE w/ 8d COMMON WIRE @ 3" OC CONNECTOR SCHEDULE. 8- 12d NAILS EACH END, HEADER, SEEEDGE AND 6" OC FIELD SEE ROOF FRAMING PLAN PLANS A w NOTE: COLLAR TIE TO BE LOCATED '/2" CDX PLYWOOD EXTERIOR = SHEATHING NAILED TO STUDS „ � NO HIGHER THAN 2/3 THE TOTAL HEADER STRAPS TOP PLATE EL. +8 -1 RAFTER N HEIGHT OF THE RAFTER SEE UPLIFT SCHEDULE w/ 8d COMMON WIRE @ 3" OC SEE ARCH PLANS EDGE AND 6" OC FIELD (2)2x4 SYP #2 BEARING OVERFRAMING RAFTER ROUGH OPENING REAC ION ANTHOR U TOP PLATE 4 SEE ARCH ? wEACH END 05HEAALL DETAIL 1 pc SIMPSON SPH4 CLIP FROM DOUBLE CLIPS OR CRIPPLE SEGM NT AS ERS EDULE LLJ z o TOP PLATE TO STUD @ 16" O.C., SEE S-1 SCALE: NTS CLIPSHOLDOR AT STUDS = Z a UPLIFT CONNECTOR SCHEDULE '/ CDX PLYWOOD SHEATHING OVERFRAME W/ 2x8 SYP 2x4 SPF 2 STUDS @ 16" OC I- z w O 2 FOUNDATION, # w � -j NAILED w 8d COMMON WIRE No.2 RAFTERS @ 24" OC, DOUBLE STUD EACH END Q J z w Q / SEE SCHEDULE @ 3" OC EDGE AND 6" OC 1 W/ 2x6 SYP No.2 COLLAR � ¢ > :oo / CDX PLYWOOD OF SHEARWALL Of ¢ 2x4 SPF #2 STUDS @ 16" OC FIELD (FOR NAILING AT ROOF SHEATHING TIES W/ 8pcs-12d COMMON SIM SON S H4 AT 7) ¢ SHEARWALLS, SEE SCHEDULE. NAILS EACH END @ 24" OC. EA STU TO EXTERIOR WALL w/ 1/2" x10" U v J w o BO OM IP TE ANCHOR BOLTS @ 24" OC � 0 m z 0 FOR LOCATIONS OF SHEARWALLS, w 2x2x /� PLATE WASHER 0 1 ROW 8d 2"x10" SYP No.2 LEDGER, 1 �� � � c) w w SEE FLOOR PLANS) COMMON NAILS FASTEN LEDGER TO ROOFillE / W 0 -a a LATERAL SHEAR AHCHORS: DRILL Q o O �- 0 @ 3" OC THRU PLYWOOD DECK W/ -= x x x x x x = c� O z -, ¢ 2- 10x3 /2 DECK SCREWS FRAMING AND STRAPPING �.- __________... - __ _ _ ____ � � � # A7 TYPICAL WALL OPENING AND INSTALL /2 Ox8 WEDGE O _, d w W/ 1" DIA. WASHERS A7 EXPANSION ANCHORS w/2"O I___ :mm) v vwi EACH EXISTING TRUSS WASHERS @ 32" OCCK- z ¢ x PRE-ENGINEERED WOOD INTERSECTION 9 DETAIL ° ° 0 P ROOF TRUSSES ® 24" 1 c SIMPSON H2.5 S-1 SCALE: NTS U � 1pc SIMPSON SPH4 CLIP FROM, O.C. OR EXISTING W/ 8-8d COMMON NAILS INTERIOR SHEARWALL STUD TO SILL PLATE @ 16" O.C. I RAFTERS @ 24 O.C. FROM RAFTER TO LEDGER 00 OVER CONCRETE SLAB LEDGER DETAIL AT OVERFRAMING RAFTER 2x4 P.T. SYP #2 SILL PLATE FIRST SHEARWALL STUD w/ 1/2"0 x 10" ANCHOR DETAIL HEADER SPAN TABLE AND STUDS BOLT @ 24" OC w 5 NAILED TO EXTERIOR / HEADER BEAM WINDOW DOOR 2x4 JACK 2x4 FULL WALL FRAMING w/ IDE 2 x2 x /8 PLATE WASHERMAX OPENING STUDS HT STUDS ri0 DETAIL NAILS @ 8" OC EACH SIDE S-1 SCALE: 3/4 = l'-O" 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL (2)2x8 SYP NO.2 3;-0;; 1 2 S-1 SCALE: '/2" = 1'-0" EXTERIOR WALL FRAMING EXISTING 8 STEM WALL, (2)2x8 SYP N0.2 4 -0 1 3 AND SHEATHING VAPOR BARRIER ON COMPACTED FILL SEE FOUNDATION PLAN 3.5"x11.25" 2.0E 16'---0" 0.H. 3 5 PARALLAM PSL BEAM DOOR OPENING SECTION A- A T.O.S. EL.+ 0'-0" iv X_ X x x x x� SEE ARCH PLANS 24" MIN LAP 1) TYPICAL HEADER SYP No.2 UNLESS NOTED V} z -I -- -I W/ CONTINUOUS OTHERWISE ON PLAN O W —III I I III—_j 2) NUMBER OR JACK STUDS AND FULL HT SUDS V) FOOTING REINFORCING EACH SIDE OF WALL OPENING, 2x4 SPF No.2, UNLESS NOTED OTHERWISE ON PLAN. 0 ¢ 3"_C R 12" x 20" MONOLITHIC CONCRETE [] W EXISTING FOOTING 12"x20" MONOLITHIC FOOTING Q Q 0 FOOTING W/ 2-#5 CONTINUOUS SEE FOUNDATION PLAN Q AND STEMWALL Q DRILL 6" & EPDXY 2 PCS #5 x 2'-6" W TYPICAL WALL SECTION LONG INTO EXISTING FOOTING Q m ONE STORY FRAMING NEW FOOTING INTERSECTION WZ EXISTING Q Q O Z 1 WALL SECTION , TYPICALK�6 SECTION AT FOOTING ¢ 2x4 BLOCKING @ 2x4 SYP No.2 OUTLOOKER @ 24 O.C. ALIGN 0 W O S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: Y", 1'-0" UPLIFT CONNECTOR AT= ONE OUTLOOKER w EACH X-BRACE 4" CONCRETE SLAB ON GRADE TOP AND BOTTOM OF 2x4 BLOCK @ X-BRACE SHEATHING JOINT 4-12d 'TOE NAILS OR 2x4 BLOCK @ 8" O.C. z Z W/ 6x6 W1.4xW1.4 WWF OVER UPLIFT CONN. 2"x4" SPF #2 STUDS @ EACH STUD, SEE SCHEDULE ROOF SHEATHING (2 EA SIDE) 4--16d NAILS PER PLAN BLOCKING � O EXISTING NEW EMIL VAPOR BARRIER, OVER AT TOP & BOTTOM 16" OC, SEE PLAN 1 pc SIMPSON H2.5 TERMITE TREATED CLEAN OF STUDS, SEE SCHED. CO MPA TED FILL 2x4 SYP No.2 • ° • CIP PT PLATE 1/2"x10" ANCHOR BOLT AT EACH OU7LOOKER NU ER OF FULL HEIGHT 2x4 X-BRACE © 32" OC w/ I @ 48" O.C. 4-16d TOP CHORD OF " x ¢ SLAB ON GRADE, ST S E CH SIDE OF GABLE END TRUSS SEE PLAN 2x2x /8" WASHER OP INC, SEE PLAN (EXP. BOLT MAY OR CHE ULE I DROP 3 1/2" DRILL 6" AMD EPDXY HEADER, SEE 1- #4x1'-6" HORIZONTAL x x -x 4�--� X,4 X x PLANS 4--12d (2 ES) TOE NAILS I '/2" CDX PLYWOOD WALL SHEATHING DOWEL @ 24" OC (TYP) o : o EA. END, FROM BLOCK FASTENED w/ 8d COMMON WIRE NAILS ° HEADER STRAPS, TO TRUSS TOP CHORD 3-12d NAILS 12d 4" O.C. FROM @ 3" OC EDGE AND 6" OC FIELD NEW SLAB INTERSECTION W/ EXISTING 10"x20" THICKENED SEE UPLIFT SCHEDULE TYPICAL AT LATE L BRACE TO BRACE VERTICAL MEMBERS 1 -8 SLAB w/ 2-#5 CONT VERTICALS I BLOC BELOW OF GABLE END TRUSS PER 2 SECTION AT SLAB ROUGH OPENING SECTI SEE ARCH TRUSS MFR DETAILS SCALE: 3/4 = 1'-0" 7 ON [--2x4 ,S B 48" O.C. 1 pc SIMPSON MSTA24 @ 48" OC CLIPS OR CRIPPLE I IF VERT. NOT w/18-10d PRESENT S -1 SCALE: 3/4" = 1'-0" HOLDDOWN AT STUDS 4 -16d NAILS I BOTTOM CHORD OF FOUNDATION, GABLE END TRUSS UPLIFT CONN. SEE SCHEDULE i AT TOP & BOTTOM 2"x4" SPF #2 STUDS @ BRAWN 3/4" DEEP SAWCUT w/ SLAB ON GRADE, 16" OC, SEE PLAN 12d TOE NAILS @ 8" O.C. MLC ELASTOMERIC SEALANT SEE PLAN OF STUDS, SEE SCHED. °•°• FROM TRUSS BOTTOM CHORD » » CHECKED 2x4 SYP No.2 1/2 x10 ANCHOR BOLT TO DOUBLE TOP PLATE P.T. PLATE @ 32" OC w/ 2x4 BLOCKING @ 48" Q.(C. CCK DATE f4" STEP 2x2x1/8" WASHER CONT 2x4x8' #2 SYP BETWEEN GABLE AN1D (2) 2x6 SYP No.2 TOP PLATE 03/20/02 (EXPANSION BOLT NOT LATERAL BRACE @ 48 O.C. FIRST TRUSS SLAB ON GRADE, ( PERMITTED WITHIN 4" w/3--16d INTO EACH TRUSS 2x6 SPF #2 STUDS PER PLAN SCALE SEE PLAN OF SLAB DGE) FRAMING AND STRAPPING BOTTOM CHORD 1pc SIMPSON H2.5 @ 48" O.C. FROM ,,,�������+"l��,,, AS NOTED NOTE: SAWCUT CONCRETE SLAB WITHIN SLOPE _ 4 x--- -X BLOCK TO DBL TOP PLATE ,.''Ot� ..? _ : `''� �� JOB No. 4 TO 12 HOURS OF CONCRETE PLACEMENT AT INTERIOR BEARING WALL �;�"..��.:_;. A �� E02--044 T oxxx c }C •Ute, i d. '• '< .yam'- = �� SHEET ° ° ° ° PLATFORM FRAMING GABLE END ` ' •�` �,�. �_ : ::� o``' ' W SAWCUT SLAB, TYPICAL A 4 10"x20" THICKENED ..._ ._.. _._ ----•-- SLAB W 2-#5 CONT. - y "� f ^A~ 3 SECTION 8 SECTION / # 11 D E TA I L • � . � . r12 DETAIL ..... r� . �_l SCALE: 3/4" = 1'--0" �_l SCALE: 3/4" = 1'-0" �_l SCALE: NTS S-1 NTS ` . � ��'''� SHEET 1 of 3 1 EXAMPLE OF UNSUPPORTED (UNBLOCKED) UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: REVISIONS BY BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS REVD DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING ALTERNATE THREADED ROD BY SCHEDULE OR NOTES. MEMBER SUPPORT SIMPSON CONNECTOR CODE 2001. WIND DESIGN PER SECTION ASCE 7-98. LOCATED WITHIN WIND . . . BORNE DEBRIS REGION. DESIGNED AS "PARTIALLY ENCLOSED." CONNECTION SYSTEM • • ' ' ' ' ' " - ' " ' COMMON TRUSS: DBL TOP PLATE (2)MTS12 OR (1)H16 1. LIVE LOADS HEADER BEAM (2)MTS12 OR (1)H16 UNIFORM LIVE LOADS The contractor may utilize the all-thread uplift connection system in lieu of some INTERIOR BEARING WALL (2)MTS12 FLOOR 40 PSF of the light gauge metal connectors specified. GYPSUM BOARD ROOF 20 PSFOR PLYWOOD GABLE END TRUSS DBL TOP PLATE (1)MSTA24 @ 48" O.C. Uplift connectors from the various truss members, 2x4 outlookers, rafters, ridge , , • • , •• AND EACH END 2. BASIC WIND SPEED 120 MPH beam, roof beam support posts, porch framing, garage door headers, and door „ IMPORTANCE FACTOR 1.0 and window headers shall be installed in accordance with the Uplift Connector NAIL SPACING AT 2x4 OUTLOOKER GABLE END TRUSS (1)H2.5 EXPOSURE 'C' Schedule. SUPPORTED EDGEMEAN ROOF HEIGHT 15.0 FT S, EXAMPLE OF TYPICAL CONVENTIONAL 0 ERFRAMING: ROOF PITCH 3.5/12 39.8 DEGREES SEE NOTES OR SCHEDULE - PANEL EDGE w/ "ENCLOSED" ( ) All-Thread Uplift Connection_System OVERFRAMING RAFTER LEDGER 2)H2.5 INTERNAL PRESSURE COEFICIENT ENCLOSED BLOCKING WHERE RIDGE BEAM �1)A35 COMPONENT AND CLADDING +0.18/-0.18 REQUIRED BY The all-thread uplift connection system (ATUC) is composed of one M" diameter SCHEDULE OR (NOTE: INSTALL OVERFRA ING LEDGERBOARD TO EXISTING TRUSSES W/ 2 ROWS WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-2 36 ksi all-thread rod that runs the full vertical height of the wall, penetrating NOTES #12 x 33/4 ROOF GRIP S REWS W/ 1��6 WASHER AT EACH INTERSECTION) both the top and bottom plates, and grouted with Simpson Strong-Tie High Strength Epoxy into the slab with 10" embedment. Use a 9/16" drill bit for GREAT ROOM CONVENTIONAL FRAMING 3. ALLOWABLE UNIT STRESSES: late and concrete holes. The cast in lace %" diameter x 10" anchor bolts - SUDS, ROOF TRUSSES, A) CONCRETE -- DESIGN AS PER ACI 318 LATEST EDITION p p 2x12 RAFTER RIDGE BEAM (2)A35 U specified on structural sheet S-1, section 1 S-1, may be utilized in lieu of the OR FLOOR JOISTS SLAB ON GRADE f'c = 3000 PSI Z V) p / y DBL TOP PLATE (2)MTS12 drilled and epoxied threaded stud at the concrete slab. The top end of the ATUC CONVENTIONAL FOUNDATIONS f'c = 3000 PSI w is bound to the top plate with a 3" square, 1/" thick washer and a nut. The RIDGE BEAM KING POST (6)HTS24 MONOLITHIC FOUNDATIONS VC = 3000 PSI Ww z 0 o bottom plate is bound to the slab with a 1 X" round, 1/8" thick washer and nut. NAILING TO INTERMEDIATE SUPPORT POST (4)HTS24 ALL OTHER CONCRETE (U.N.O.) fc = 3000 PSI = 0 it The all-thread may be spliced with a coupler threaded onto the all-thread a SUPPORT IS 6" OC MAX, UON w D o minimum distance of %" at each end of the coupler. The coupler shall be rated NAILING PATTERN FOR SHEATHING SUPPORT POST FOUNDATION (1)HTT22 B) REINFORCING STEEL - ASTM A615 GRADE 60 Q � = LL- 0 N for allowable tension of 3,200 pounds under wind loading. The locations of ATUC ON ROOF, FLOOR AND SHEARWALLS � Q � ao within the above referenced structure shall be as follows: KING POST FOUNDATION (2)HTT22 C) WELDED WIRE FABRIC - ASTM A185 Q ¢ "7 1 DETAIL � � _jM Typical Wall Section 48 o.c. max S 2 SCALE: NTS FRONT PORCH D) SOIL BEARING (DESIGN MAX.) 2500 PSF ch v JLU w Lv cn J)_3 6- Minimum Minimum Quantity of ATUC Between Corners 2 pcs PORCH HEADER BEAM SUPPORT STUDS (2)MSTA24 E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 = ca 0 5 _, Along Straight Run of Continuous Bearing Wall 6"x6" POST 2 MSTA24 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE L1- z 0 o L,_ SHEARWALL SPECIFICATIONS WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION a � ¢ � Bearing Wall Ends(Not Including Shearwalls) 1pc within 3 SW-1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4" 6x6 POST FOUNDATION (1)ABU66 BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL U) � of end studs BE SPF NO. 2 (UNLESS NOTED OTHERWISE). z SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 3" 0 Header Framing 1 each side of opening within o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL INTERIOR BEARING WALLS v U HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT DBL TOP PLATE STUDS (1)SPH4 @ 16 oc F) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC 3" of full height studs EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH STUDS BOTTOM SILL PLATE (1)SPH4 © 16" oc TUBE STEEL COLUMNS - ASTM A46 BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY ALL OTHER STEEL ---- ASTM A36 Bottom Plate Splices Install W, 4" embedment 5/8"6x12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. '/2"6x10" THREADED STUD Redhead within 12 of splice, or '/2"6x8" WEDGE G) WELDING ELECTRODS - ASTM A-233 E-70XX. each side of splice. ATC SW--2 INSTALL T---111 SIDING OVER 2"x4" SPF#2 STUDS AND FASTEN EXPANSION ANCHOR may substitute for Redhead. WITH 8d COMMON WIRE NAILS U 4" o.c. EDGES AND 6" o.c. FIELD. w/ 2x2x'/a" WASHER 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL @ 32" OC FOR REINFORCING SHALL BE AS FOLLOWS: Shearwall All- Thread Connection System ONE PIECE SIMPSON HTT22 AT EACH END OF SHEARWALL EXTERIOR LOAD BEARING MALLS FOOTINGS 3" The shearwall all--thread uplift connection (SWATC) system. is composed of one SEGMENT. FASTEN THE HTT22 WITH 5/a"6x12" ANCHOR BOLT WITH DBL TOP PLATE STUDS (1)SPH4 0 16" oc SLAB ON GRADE CENTERED 5/8" diameter 36 ksi all--thread rod that runs the full vertical height of the wall, 32-16d COMMON WIRE NAILS. STUDS BOTTOM SILL PLATE (1)SPH4 ©» 16" oc 5. ALL. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE BOTTOM SILL PLATE FOUNDATION / 6 x 10 ANCHOR BOLT w/ TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS penetrating both the top and bottom plates, and grouted with Simpson 1 ,? „ SW_3 INSTALL /2 CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2 x2 x'/a PLATE WASHER AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD Strong-Tie High Strength Epoxy into the slab with 12" embedment. Use a „ 2 x4 SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ ® 24 OC SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING 11/1,6" drill bit for plate and concrete holes. The cast in place 5/8" diameter x 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT OF CONCRETE. 12" anchor bolts specified on structural sheet INSTALL ONE PIECE SIMPSON HTT22 AT S-2, shearwall specifications, may be utilized in lieu of the drilled and epoxied ALL HORIZONTAL JOINTS. HEADER TO 4'-0" JACK STUDS (1)MSTA24 EACH SIDE 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS threaded stud at the concrete slab.. The top end of the SWATC is bound to the EACH END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. HEADER 4'--0" TO 6'--0" JACK STUDS (2)MSTA24 EACH SIDE to late with a 3" square, FASTEN THE HTT22 TO THE INTERIOR CONCRETE SLAB WITH FOLLOWS: p p q i thick washer and a nut. The bottom plate is 5/8"6x12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. MASONRY 48 BAR DIAMETERS bound to the slab with a 1 %" round, 1/8" thick washer and nut. The all-thread CONCRETE 40 BAR DIAMETERS may be spliced with a coupler threaded onto the all-thread a minimum distance GARAGE DOOR HEADER SUPPORT STUDS (3)MSTA24 EACH SIDE (f) 0 w of 3/4" at each end of the coupler. The coupler shall be rated for allowable SW-4 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4" SUPPORT STUDS FOUNDATION (1)STHD14 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR tension of 4,500 pounds under wind loading. The locations of SWATC within the SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS © 3" UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. Q above referenced structure shall be as follows: o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL o HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT16 AT 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER it. " shearwall Ends 1pc within 3of end studs EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT16 WITH NOTES: MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING 0 0 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. COINSTRUCTION. Q ID 5/8"6x12" ANCHOR BOLT WITH 18-16d COMMON WIRE NAILS. 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. Miscellaneous W = 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 0 ANCHOR BOLT AND SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING [] w We recommend the existing installed /2 diameter anchor bolts that are not � INDICATES ONE PIECE SIMPSON HTT22 H2.5 10--8d HTT16 5/,,"0x12" utilized by the all-thread connection system receive a 2"x2%1/8" plate washer H16 12----10d 18-16d DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT < � °Q and hex nut at the bottom late. INDICATES ONE PIECE SIMPSON HTT16 A35 12-8dx1 '/2" s SHOWN ON STRUCTURAL DRAWINGS. 0 p a SPH4 10---8d HTT22 /8 "6x12" ANCHOR BOLT AND O O �- 32-16d 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Z Q Maintain a minimum edge distance of 2" from the outside edge of the embedded MTS12 14-10dx'/z _j g g INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE ABU66 5/,,"0x12" WEDGE EXPANSION RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, U) Q all-thread rod to the outside face of the 8" cmu stemwall. # WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH MSTA24 18- 10d HTS24 24-10dx'/2" ANCHOR AND 12-16d PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE SIDE MINIMUM. STHD14 38-16d CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR 0 W O The top plate shall be free of splits, checks, shakes, and wanes. THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN >_ NOTES: ACCORDANCE WITH THE CONTRACT DOCUMENTS. Z 1) SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. O 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 11. THE DESIGN OF THE PRE---ENGINEERED ROOF TRUSSES SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) CONNECTED WOOD TRUSSES, 1-113-91." FOR OTHER BRACING REQUIREMENTS, END ZONE = 6'-0" NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP AREA 10sf 20sf ,30sf 40sf 50sf DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION INTERIOR 36,9 --40.1 35.3 -38.4 34.3 --37.4 33.6 - 36.7 33.1 -36.2 ENDZONE 36,9 -49.4 35.3 -46.1 34.3 -44.2 33.6 ---42.8 33.1 -41.7 DRAWN MLC CHECKED CCK DATE 3/20/02 co SCALE r AS NOTED r JOB NO. ,,• Jpt1��I �. E02-044 SHEET 04 •mac ,•FJ:,�� '.. () •• ° t� N SHEET 2 OF 3 x'7M -•-V EXISTING 2"x4„ POST-3pcs 2"x4" SYP No.2 FRAMED WALLS STUDS w/ 1 pc SIMPSON HTT22 TO THE EXISTING FOUNDATION 1r------.--.--- _.._--- -.-_----------...._-- --------- .-.--------- _._._..---1 1 I r-----------------_._.---_... ----- --------_.---......- 1 I " EXISTING GABLE END TRUSS I I I I X X I , II II 2 II 11 I I , � I 11 F I I Ni-13 I , � I ' I NEW 5.25"x18.0" 2.0E I a I I PARALLAM RIDGE BEAM I I I ; , I II II N II , I II II II , I II � II II . 1 KING POST 6"x6" P.T. II II I . SYP NO.2 W 2pcs SIMPSON I , HTT22 TO NEW CUT-IN FOUND TION U 11 U „ II � I N ii j l I Ipcs I I w ¢ I (n STRAPS FROM RIDGE Ln 1 I rV RFAM ID KING POSTII ' m Ld Z @ E -- cj� 0 ii Ld it O ii LL ii L`" ii _Ld W Q Q I . LoLo co 1'7 I I CL ( j l I I N 1 1 N I -H I I I I �-I I I p 1 1 i i w � -i CD6� I I 1 1 I I Z L� O Ii it � li ii � ii ��•• II ' 00 = CO Q Ii XO II " cn U) II �LtjQQf`7 UUJm0 � 1 , I II Y 11 II ii Of O LLj Z it II X O x 11 B U J W WMcnJm ro1 1 = O j O N " ZpZLJi II it ii -I-I 0 cn � II II li 11 iI � U l i i i i i Z ¢j O II li ii 11 ii = U II ; I II II . I U I � II II , � II 11 11 I . II II 6 cs SIMPSON H S24 STRAPS FROM RIDGE BEAM TO KIND OST 1 , 11 ' 11 11 it If 11 If 1 4- - - -----""•...- -- --.-Tr--- .._....._..----------- -... -,....-----....__.._._ --- J I I L--.---- .-------.� T.- �.... �.-..�._. --- 1 KING POST-4pcs 2"x4" 2pc SIMPSON HTT22 TO PARALLAM RIDGE BEAM II NEW CUT-IN FOUNDATION II I , 0 EXISTING ROOF FRAMING PLAN MODIFIED ROOF FRAMING PLAN- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Q 00 2pcs SIMPSON A35 CLIP ANGLE FROM EACH NEW RAFTER TO NEW RIDGE BEAM Q 0 5.25"x18.0" 2.0E PARALLAM RIDGE SPLICE NEW 2"x12" SYP No.2 RAFTER m EXISTING PREENGINEERED EXISTING ROOF W Fr ROOF TRUSSES @ 24" O.C. SHEATHING BEAM TO EXISTING TRUSS W/ 2 ROWS 12d 0 0 a SPLICE NEW 2"x12" COMMON WIRE NAILS @ 12" O.C. Q L'- SYP No.2 RAFTER TO W EXISTING TRUSS W/ 2 _ry AFTER ALL ROOF FRAMING MODIFICATIONS L.. > w ROWS 12d COMMON y'� 1 L ARE COMPLETE, REFASTEN EXISTING ROOF 0 m WIRE NAILS @ 12" O.C. y�� PQ 4 SHEATHING W/ 8d COMMON WIRE NAILS @ 4 O.C. EDGES AND 6, O.C. FIELD 0 0 Or z V) Y�y� �� ADD 2pcs SIMPSON MTS12 FROM EXISTING 2" x4" - r�rr�rrr�r� �� _ NEW 2"x12" RAFTER TO EXISTING 0 W 0 FRAMED WAILLS 2"x4" WALL FRAMING (TYPICAL) f35'-0" - CUT OUT AND REMOVE BOTTOM CHORD AND 0 WEBS OF EXISTING TRUSS AFTER NILL ROOF V) t35'-0" MODIFICATIONS ARE COMPLETE _ X W EXISTING ROOF TRUSS ROOF TRUSS MODIFICATIONS [` NOTE: 1 SECTION 2 SECTION INSTALL TEMPORARY SHORING TO THE TOP CHORDS OF THE EXISTING TRUSSES PRIOR S-3 SCALE: 1/4" - 1'--f0" S--3 SCALE: 1/4" = 1'-0" TO INSTALLING THE NEW RIDGE BEAM DRAWN PRB CHECKED CCK DATE 3/20/02 SCALE AS NOTED JOB NO. E02-044 rn ' v` SHEET 1 O 3.. jZ- SHEET 3 OF 3 + i a .L!,l/E — -_ 0 8. .LFA - _ - --- - - j q I LC All G / ti/ Z EI , T le !J 20.0 of WA4 4.- I , + J. 1 I. f I __ ► i I -AlEr. JL40 -- 4" COA C,f2,c7E SLABS _ t4 I e, e, w.w.m, ' 100 ` ------- - --- I_ j 1 J — �dCE CJI' �'`- �• I S (pl� -- — W444 .4 j Q/� r•.r,a., r.. vof CITY Of PITI.ANTIi EEAC: 1 ' 1 p�!` �3ML-DI1 0 FIDE o, Date, �• ' r P20 PLC.2 7Y Z Jk16 APPROVED fec ral Contr mitte� LOT I r SE VA MA91HA WJ/7 "o � + � O C� F F' � .� /�/l l �,l f.� Z ;� �. �' P G Or ;� L A � � ��,�T o� �o v��tim��; c.or r', ........., •.� ��. �./..'..���...... 69crrati 9, 7'DWu H/D 2 601J7N, 12�1Q4E 24 E,q„5T, DATE:. /.. S C A 4 . �' lg�' a ! � v " oil vA1, C0lik7Y, PL0A?10 A (aooml 34, RA45 -514) IC qc) ;3ea ' 161(a ./"//,0 Wi I7.M, -� f•%Nil, %� 04 a #N7 _ � p n...•�. �.�t_'�-- � Y� .tea a• �_.. .. d PV/ a If G , /0/41 /V,N,At Z P[ r Nar /4/OPP�v G qof \1 _._.�.. ..__ ? PLY #,/ 7 777' c r/eq/ 31,,4,.;/',0 I I g " Ap TL/RN p WN i I I I � I W/ G A G W.N,44. I 0 Y E X K Alar McdPfG I E/r /w I 4 " c o n/c [ 4 d i ` d" pP. 7*,V env I W/ Cr X G - /d//D bYtY.VI. I I p O iV N -51d6 I orf R ? P/r' No/ 1 W/ /. a s 0 avr I Ne��fv I I I I r URN o0 wn/ S1q,6 i I / /:B•'' W/4F a'DNC d t o NG S1Ad PROVED it to alControl olittee 1 T F D !/ �Q DATE. r. �, ..r. h At Y f %J" s / d" I 96Y. B•E9•e-I? h Z,6T V p • Cdr / � •• . - : , •.:�-mac- ��I • SII , 0% W31_ I 3031 "SAS" r -7 \ \ I 13N111 Ar B! 9 INN i \ \ Ra I' 49 N,14AI 1 q I I g qp CleNA I.J.. I CN J UNJI, O I N cre}• i t 3 j, i tN I ' �� 11iA. 1A2'` 3rrt/aHi(LAMOZY \��� G \ K, ccE�S PAIL _ m to D fPAWNN°2 i I ' � 7 �v /12rail ',s I 711 I / L l I PL 0!I I i s t,-. ,ti s I ¢051 Xe" , 405! AE qde { i I vVd N Y, I 3 ADJ. ' ► M.c IV q APPROVED it I Control C ittee j ! a .... } r .......... Ll 0 lip I i .- i DATA.. .�-�!::t:...��..�j..�..�(.��C.�..... NO 3. = 18 10" Oak a � fhfHA �� 4H , Nylf �S , i_-_......_.____ __-__—.-__------•- _____-----____ -•�T-- _-T�..��.__. _ --• .�-��f___�__`•.: -��,_.._ �_.._._.._ �. _ ..moi y 17 or IL � . F � Q /I' f � f /�,� r��/� M !]: f�/4HI'N�e B 4 / �f' D �' B .4y'ffM �ANFI • ... -- __ "Y�:.'.�'`�II'' "�I t � I I ` — ISP Df � I. LL 6 I'Al all g R / C k i NUN r 0 '40 lip, DN �. ./l4ws/N!.t f ! 7 .✓ 6,f I i i' auNu waw, ?1/vf f/P ! !j w/ 6'e,�1.'// ij I do If e APPROVED A i r I Control m itted IDA TE:- 77 J w q 1 1., fU6 OD NN ,46 ` i lef4 ,Q \� J9 r WA!! Y71q, ' 4.41, i FANGE- � ._ b/NX i off f ! °� �fi- ffOAE _ __ — a f.4Wf R4' / pfN 4//11Yf6 aR/N/,f4' oPfN Jllyll Co2NE'zi f ! E ;/ ilQT / DN iY7 / S/Y 3 f 2-P 1.r tit fOR /s •� O'a ti� c,rl/!k fal�r ,{ p/,vf E 7,C113 6 24 5 REIN 1 i ;:: •f RAM/NG ,[NC//4F�' ,s/v,vc W/�Nvo�v f�• T R 64 a Cir K � C / ,�' j/f� �/!! GONr G.IIK of/f—. . / ,� \ `• '/N�Ul.4r/ON ; FAS%4 I ?XG . ? P7. -z r4 W w'ca sic P4YW'V w/ C D Nr -br r-1*4Nfa 15A V4- CONT Rr, I w o 0 0 o s,P e"1111 MET r/E7/116 - A 1 o s�P" a v f/P H / Y P E � (� /� O.G. �f.C7 /Z Y�/!! 2,t s7uo Gyp s 5//147,1/NG !ad1SPACf Z » " 7: " ? »4" , »Q" Z:D'r ? 'Da /'/ //,P _ ,1,6, aN ` W 00O 6 4.6,f .,p�/,t''• /3/�~ 13/�y. 11 1 h [/ NG X(p• '0//o W.W,,.f'/ Y g /7\ { 5 T4f 5lAB 4` �t DP APPROVED G i u I Control m ittee ' � G R,l of — ` --- - __--•-- _ 4r1f-^ •o '? !,� a .. �1�. .. .. I t MaPPiv AN 1a4 7 10 _— ax&x/1b Z!/V/f! e!x Z { { j,,0 of fr'd__. / G I �"rqk r�/�" !6C - �v N b PATE:.. �.....<�i /... .... � . d tQ• 116 • •. fvw S--�a Dct+6 r;fak t • i ti ,q Al ..'A1 SI"TC= F. 4-j / II,+ 16RICStz aL S\/A"t.ICytJ�... IVC-MOLd-riot.) r— A- 4- S�cp►-�D Ft.cxt�-.1 --Co l*vUNOA'T I011..>' P-AN / 5&,'-noto „�. ,d, --7 >~1 iz5"r r-taaat:C., r r..t 1 N GarLGoNJO Ft.ootZ F 1M►�� IRAN IL 0 0 © 0 ❑ O .. g 5�o►�.�0 �t.c�orz �2.a+t�t Ih-a� pI,AN 1 \ _ >� l -Loom ;2f.' le. 2 Ge ► DR, M1rx .J5G-rrZJ 6A L, rLAO rll�avwr 16)w • -� S"fIi.1C� GONG A p tj 1� NCit► ( I Beach— Planning and Z n g partment \ / LiNrx oF► Ovi This approval verifies ec InPliance with applicable _ I 'pap FLCUM, zoning, subdivision ; nd other local land / pGbi�ON development regulations but does not constitute ' approval for the Issuanc of permits. Compliance • I R, 1 with Florida Building Cod and all other applicable r local, State and Fed ra('Permitting requirements r.IG must be verified by nature of the City of Atlantic k I,11 1 I N� Beach Building O ial prior to the uance of a a , \ E`),t STI / Building Permit. / 'T-0fZ�er4-W-k./ Approved om eve opmen re Date- ­ - �. RECE1 " .[ a}',i f'"�� t` I L �/A��I�OI`� C°3. t ��► - C'Iy of Atlantic Beach G! in j aril Lolling -- �� 00 Q Lazo Designs* In leo�L4 "''"Q`;..' Plata Services r1ti....__.- NO : a Phone/ Fax: 904 99201$ tV Addition and Remodeling to the Residence of H ACL 614-.99 Mr. a60 Mrs. Andrew Young / r � ��COO � I U� © SCALE: VArur! APPROVED BY: DRAWN BY: � ) I ' `rC�'}"Arl► I,g]�� ,rp+ 64,lar, DATE: p� REVISED: Nr3W �►atl"�'tdt� 5� � I�3G�✓.�-7 Sq, > 1640 dee Oates Drive IZ- Nor Co"Oiri•oPI&V 51 D,o'7 5.i�t Atlantic Beach, Florida :.. r"""►t °. �.+V1�l�iT'PrALO DRAWING NUMBER F r . ��,�, I .71--! r•ibw a>�r� i�-1�► �,R13.�$ ��y� ��� _-�3 - These drawings-are not I be reprt7d�ICe� ,: without the approvAl of Lazo De9lgns, 04 T_ 1�7 II � I I I I I� I I II iio I I 11 I I � 17!J I I I { f I I I I I ® tze►,(DUd e_�,(_<no4o E�+- rc2t C..A i,, ACL, r t1'L)INa;,Gj UNIr I ® FJ<-)ViLav6 epw oI x)(" p0 Kat4 0fjIr I I1 ° I Pe--mQv&-, -e'ocp { ( I J= I FDAE tion and Remod#)ing to the Residence of- Mr. and Mrs. Andrew Young �L�+l' APPROVED BY: DRAWN BY: ' � 8I REVISED: -ETEJ Lazo.Desiszns, lnc. {--�} Sea Oates Drive Plan Services ' tic Beach, Florida IN �� t DRAWING NUMBER ®V� Phone/ Fax: 904-993-7`?$1l`� � These drawings are not to bexeprodNced,.: —4thn10+hp annrnual r%f I e.n niuciane Inn Lo pl-r Ell w ► u d f 7 AW "117 :u71LA \3o I E M ►-' 5TN D 4 Ar 15(1 n � � -� " s�nE ��ovenwra �A opal*' -- � _ _ _ -- 1 - t t N �tr`t�-tdYL- /\ F-+T�CLI tz 13a4 F-�G. tJ r*>c .�al.t. t,�at►V 3 CAI truly L-01 PAM 01011� No,2 �ri,os Lt U lc�• c XG PT .1Yr. WCt2 POST �• STvps w/7. rc,s. slMr oP NTz.'L !Ln s tU --- 2X� � F Nps �. �T f14'i• iO4b. WC, � 2,rGS .S1Mgso� s"r►+D 1`�» ._.. ...,. ,.�.. © ,f' 1515-3 �Mrt4 STrrs I N t tZ SN tzWAu.- S1MtAsoN WrT 22. (2� NE`►1I�Yu�N"T� 21 r�4- I r CA$Z4 OC- 41 O I s'mreOQ 4 f(22 I rXt5TI N 6- -ro r2EMp1 TL* !�AME yry Addition and Remodeling to the Residence of Mr. and Mrs. Andrew Young SCALE: l�^ u APPROVED BY: DRAWN BY: DATE: QJ/_//`fo'� Q� REVISED: 000 -Lazo Designs. lnc. "'� 0 Q 1640 Sea Oates Drive [Tail Services Atlantic Beach, Florida D ojo] : DRAWING NUMBER A- y Phone/ Fax: 904-992.7281 ;j- ZZ 0_7 I(D4D ��a b � �p These drawings are not to be reproduced. without the approval.of Lazo Designs,Inc...;. I pe AU roc. Aev �VraAU 40T. rp-t Top e>p rzoQie 6Lr-VA-Tio +23"C>U 4..a G s L 4 2p 4- �s 5►>��-' � ra r Ps w�NAQw -rop ofr- r'-^-m ft® 0 N l��t,l r1 t PLACE �4/Z j ape At M 6r 5 rt � S STA z 4• ' T► PuLlu warn r gruo!; cD 12llo.G w1-4+�izpl P°i t.�l�• If�ItJC� _ --- , . _ _-____-- _ �---___..__.._. _. - ��t.sTtti.►C�, �t�•sr Ft-oafs, -Tz�� �.�►7� �TRAr FROM �. I •I TM 1 1► ►f'so z 2F�t�, LV I. STOW 1'� l+lsaST L.V►. s-riJO �T`1 P1CA4)i d M SS•4�4�aTR�►P oQ • / 1 �`� --Pr+�+Y_W tw�w s �A�tJ p►�WM� W' Lx(o �'�f:Wo,Z SN���' BIIoG . F - - Ta tfl.�"rca-4 ��lsTlt.� X11-.1• �I..oO�. ' • N M fav 2 s . �al'+i So A? 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Pampa ►►6 � 'C�F.?' N 2jajL&=9WX;L7,1 7171 TA x xo Addition,and Remodeling to the Residence of Mr. and Mrs. Andrew Young i w iPQc)v`w b meZT W �P� SCALE: (/ N APPROVED BY: DRAWN 8Y: _�. r:-I CZ•. A :' ��`t ` p �rr�t.7 V � I ��i`�. �,. ❑ Designs. REVISED: rp� o LazotnC/411 - — - - - - '` 1640 Sea Oates Drive , Plan Scrvlces Atlantic Beach, Florida nn ' DRAWINO NUMBER Phoned Pax: 904=9 2-7?$l ���I L� .C� ��lT`7 L �" Z �7 These drawings are not to be reproduced without the at of Lazo Demimsanc. _ __ - - - -- Y2 uG�x �.�c,ve� �W�-•ri..►� �� ��s�t� cu 6,W 0.G % A tJ c VWµ. 5 3, 5 tit t-1 f-00 M SrA►z 4 rS 1 F. i L.A .�N t K1a Lre. D N50 v � �._Lam' w" Tvn�� . 5-. - ..._.._____�.�____-- _ ------------------_�._._-----�.. ----_-__--• -___ ___-_-__-- 3z o,sr c. . R nN µt�a� v�atz. apta�+►,�� - .�D - � ca trl'���,I. F:b•� e•R � �I���S (Iv 4�UL�rTt�1� ti �1 U ______ —___.__- -- -av►r��a+.a�a�atNV ----- ____ _ __ _w____ - _ _� �. 1 r, rA,56t A► 41 --- - - - wIN, \ L 1�TUS t .. P ►.t.o N FppMEa t /,a:X4. r••No•z t tc tom. vC�+� - �.. �. > 1 ""t��t(to' V I►a 1�----------- TAPO 5tPa519 I Pc M M0 pT1-►o 14 trA•SIPS , I '_ �..�.. VA7l C�'� -a bl� aVE{xNEaO DOorz t�PEN INSO ATIDN �21C:�C„ Vt✓•t.�t2 2r�4 f7 P�• 1`�0�?r�r+�1C�5 T 7/tom►0415, 4%j&: 4IW,0 Vrr►.�'C AP. E*'IQl f' TL Cy� gz GW.tJ. STrzt)c-Cv MAL- SHWY 4-2 � �`'r1,C �lr�� �4�►p 6.040.C. r-ICL-] GIri^00 MtiTp Z4 S'TV4AFt'r, pl r4eur c:)2. M`�/'► f�r*t~'S 2�C4 PT, S N0�2� G AV V L FC$ �9►M�Sor� Z4 S I°• ` IoM (nR4f1 N�J►GER GM To �Ik�� P°ST l,J/ )'�"t OKI C:)"AKXWJ fa - (y^.)firAL Z_ 1.4X-ATZ*JS) ...� 06T a00 ?.kxZ0}c1XN LUA514cra. (A' S20 O,G " e �aWWi FL.Cvf "c f . T TO Ta �T _LI 15-219- IA' , . : --pit2E ec Msr�z� �r��rs ' • IrtoM Pc�t7tN N>wA gM.Tta 6��Fd►aT 57U0S Fes►. F�O.(7►-°�i+►•T�aNS� r �-� ,,, sl�;� . } (f'41MPs�N L.Vto 4Tu0Le _ lsT c.Vtr yT�pSQ 3zpaG,�YYP.� z4 {:f ,•� a 01ILLIF1111 11 till Id 111111,1 IM11111111H111 111111,41111111HIMILLI—A. TE Addition and Remodeling to the Resiidence of Mr. and Mrs. Andrew Young h u SCALE: APPROVED BY: DRAWN BY: f,. Cp. P.T. e5v-f e.pD.2 Po-5r w' I rC, (.. . gat mre,90 A sU 4,(. r"•r 00,W AW-mox- DATE: REVISED: I/ ('r`jeteAt. 2- l-04A-nCPS) ❑ LazoDesigns. Inc. t 03 DZ _ A •- - 1640 Sea Oates Drive I nil C= Plan Services Atlantic Beach, Florida t :�► E DRAWING NUMBER -Phone/ Fax: 904-992-7281 ECS �� ��6,� ,`-'t-- -2207 a These drawings are not to.b�tsprpucec{ without the awroval of Lazo Desi''ans.1nc. [44:GUA1JU Ww`� i#GXZ�-loN It�rcZd CoNr.2a�1"� 7!W[. L41 Z �r Gv► ] I►oG , 5l t�( vN �T I�Q I Q- (� • [' tom, itve a -�Pger N�av v► GN Ta:E�t�T1r.�c.. pc�o�7r T I0V VQZTU�- r�oW194. w�.tv,1 t�c� INm �Tlac per. ra e tlPt �` a,,TcA ,W1xp ./WTeM69y-1 'too A-PJOAll � ' a o • • - __._ �� _._.. .—,... _. �'IIG • ��'C"[© SI.�P.� W/ � �' r _..._., .._,..F �.,.......... ._._. _,_. ,..._ ..�. I ....I.... ��rJ�r�© �r� "'Tf"�tJ�,.s�"��� c n IC- I'1- con 1�41FATJ-4-1 1&. ww G��aNb I �q �x AN�tau .1Cf�Y .._ � ! 1 � � I I 1, � e►�i.�S 1►1 �7�.J:4'0 AIL,$ O,iG,efk � G)&t5"Ctl (0 oarlwco ' .� Apt? 4"o c. Me-L-0 At�400 o0wn- G8 'Wip,G. {�-3G� INS TIaN I q..llC���. ..�.dk�?W/�'+Cfi�tllQ�l� W�w•M• ( - --'• �:�.XCa �(d� �,� OW C.-HIL, VAf1:PZ FNAMP-19e I I — Pr. VAror f'�AI�2t� n►.a W�t.l- 2x� �SYI�•No �- Irian v,IN`( �f , I I-•1n�a�J 1 -F'�-�u IC ra 1�I N G. -2 XCa �F N I t�,WGU'r �p I till � :qtr `. � ► � � I � � V�u x woop �t�AT'NIn1G x-13 .,�GZ�(��� 1 ( t t t~ASTE LAa� G WGtJT .lDlt�r _ 2 .-tc� t �x 31-�1x It-out colaca Silo a e, S QED &,� d,c 21 5 tao,z. ropTl� w�4- 05. r--& wAY �16t10 N i-r 1012 v e�. 3i� 4r�►z of r en.,evv r�, _ 1 wAY. g ( I - -_-_.__ M t.p I z x s o µo 00 la Tp I C, 6VOC -Te r-9.G"Ir.IL Wl PyWCAo:..I.1W4Ex w/ 2 ! b" t7Rt1�t, n fwd epo?-f 1 -1*4 x i-�� -Tjz�u s<.C-5 I I F10121 rA�. row �a."�,c , � . ._. �Et: r-ZZAMrN� f'LAP 4t -� o r M . y►N4 at( t.oc.��('►orJ x G� � vJ G r kNo I*MWe I -J)c 1I_4,ll v-- / 2Jix 2.9XAS- VAd;fA 17- 5� TIDN OF GoNc¢�T� ryL/lpj. r►�sr�-l- ti,. rn�.�.._. ;�:'�,���.:�.��, � � N W Z.1-Lou X 110" 0 GcaNG�� �' TI NL• LA! ; 5 OA• WAS 2oH1 - c 2 Addition and Remodeling to the Residlence of Mr. and Mrs. Andrew Young 'I SCALE: VA1711[ ( APPROVED BY: DRAWN BY: PAT DATE: REVISED: �.Q Lazo Deshms. 111:. 03.164-Ap 0 Sea Sea Oates Drive Plan Services Atlantic Beach, Florida . ADED E. . DRAWING NUMBER Phone/ Fax: 904-993-7381 ��pLl[� �C;CX �C�1 `��� A 2ZO�7 These drr. Ings are nat'tg be�repraduced without th .approval of Lazo Designs.:Inc,, l H H 00,2 SLAPS =l��w x 1lcu trSt- T�►.�t3Ere.s�Nv 500 T. :t_ K ll,a� t��l/.acwtp.�� 1E.► -P Ywe9.i }s.oaL 'OzOssEs . Ffsrl OJJ Arf ?M. ?MbkR-'PCf o� wA" M L, f4tP ft 5 -IZ.d co0%3 wIR6 WA-4t-5- C-1- 4,OG ►PG. SiMpS rt- z 3.5 a t "� rs FL AQ.►v TAPS.. Tl�w 5 Ir C Z iG t'� Q 2u G,u 5't P• fX-Z VLAPI-M95- e floit4/C 5- tIt t;,APMM ' ' t W/2"xv i��•ND. G t►�I�G. .11c�ist"�1 t�t'o,�, stN+II.A,Z. Q'r"�itG olrLP+ "Q OZ- H4 CandaS 24 .G �- ' B' i►->rs Ne rzeD U5S Q 4uD. t tl r r f���� , sl 1,-4 r5op -rH•A� 4 2 2 4�. zxIP rix .z s up$_ x� 10,T, p,µp. � Av.wsT7'-5( - - 14n►J 2 14 ,fa:b P-1040 RTb V- c,ofir►rJ%00 WIrz6 PAtL'ey L I pcn roe, " r->" USE" s1. �M _ G �� P.h-sa.2 Pxr t' 3 r4cS , 2x4 srF ua2 4YuQe2- 5u porL-t To f MO&C P'VA" _ 2x4 {U HT y A-r P.�CA" tF-1►-Y� NsTt -l. z21A4 4,0frPW- z r.APN-S 3_ pry'•-zxG, yr r^ No.'L f ji PS - - -_ �� ac'-p.�fzA�f►aCm k 4 ptrr� 5;'rtucTu Rp,L AT Pi&wt 'rvu T• , ' QA Xd l� 2X4 �K�l.1�NT Q A _._ JL i 3 rd-e,. -a�K4" 1aYio 00,1- .0Teav5 A-r r:I I&& Fm►A epo prowr Von,.,- � .addition anti Remodeling to the Residence of Mr. and Mrs. Andrew Young SCALE: APPROVED BY: DRAWN BY: C 7 � 1 1:1 El DATE: ) �L REVISED: Lazo Designs, Inc. C�'f` 1640 Sea Oates Drive -�0.0 Plan Services Atlantic Beach, Florida *C J 0 0. DRAWING NUMBER Phoney Fax: 904-992-7281 SOLI SeC� �i'c�� �. __7 These drawings are not to be reproduced. without the annroval of Fain ne-la ne' fnr.,..1 (1 11 /I t-!�.1�A l.l� Z X 4 �'f P. IJO.Z Cv�vy t�E �D X—p5�.'AGt►.J� ST►W41rv2A� sotz S - z r 4 ti ~-r �p 121, ti 10 4 1 F3A6LOM rr-A"FG w/2 x L. 5�°• t b Z t7�LLJ05 Ca u I it - N' s%f f, No,2 1 Y il.51 cx_-n N j5pl ,;;DjL I W ALL PLS ZX 10 [Atlantic dition and Remodeling; to the Residence of , and Mrs. Andrew Young : A,rJ�•� APPROVED BY: DRAWN BY: I I KrtGa ,V b� Q3 Q z REVISED: W C�C7 Lazo Designs. Inc. n 0 Sea Dates Drive flan Services Beach, Floridal�J DRAWINQ NUMBER mRan Phare/ Fax: 9Q4-993-7381 1&4C) Sc-,-cv CJC-T`5 DD- A-6 szo7 These"drawings are not to be reproduced .... - urithnnr thw nnnrnval of i wrn Tlacinna Mn . -tow A/c, u ul T pap s I fif ? El 3 w 4 kTT le, 'fl / q N� 64-S C3 A _ : o o I 1 11wp . �� i��r~�i f � ��trr�l�►� 1 0 601 iadUPat.C: vcJrl.C;� 0 Lj FE and Remodeling to the Residence of Mr. Irs_Andrew Young APPROVED BY: DRAWN BY:/L�+u REVI8EQ:N❑ E] Lazo Designs, Inc. �� 0U00 Oates Drive Plan Services each, Florida01❑0 DRAWING NUMBER Phone/ Fax: 904-99?-7281IGL40 Sq—,a CCS-Vs S•' -MC)l A - These drawings are not to be'reproduced without the avoroval'ofLazo'Designs, Inc. D L__ WAS F>VZACA48T r-t?crurzr= / a r 1-416,14 1-4-r G 61 L 1►...+C. FI x'U17 8 6pavoms U'Arr) �- �--- -----I _____ �. . _. 'e'a Jif-�TloN E 10 � -ro mo-r - ��lJ1JLG�(lvt.� I.l��t-� ►►� f1p + t� CC1WNlo WCo4T/C�14AV5T FAQ-- VNt-r 3WA- oG&tQ SVJl TC44 pAiZAr1e POO2 a •4-to� d ►3uT►a1..► El Q Tv COOCFU�e 1A6A4- ., pyo J AK� �._... a Q TPS TIS i-Additi6n anti Remodeling to the Residence of - Mr. and Mrs. Andrew Young I SCALE: /}N APPROVED BY: DRAWN BY: DATE: d 03 Q Z REVISED: D❑ Lazo Designs, Inc. MOOD 1640,$ea pates Drive Plan Ser.-ices Atfantic,Beach, Florida �. .,� DRAWING NUMBER Phonci "rax: 904-99?-7?$l These drawings are not to be reproduced,": without the atipraval of Lazo Desi&ns. Ina i x REVISIONS BY '/2" CDX PLYWOOD ROOF .SHEATHING: '/2" CDX PLYWOOD ROOF SHEATHING. „ J.- .FASTEN' w/` 8d .COMMON. WIRE , NAILS FASTEN w/ 8d COMMON WIRE NAILS UPLIFT CONNECTOR AT UPLIFT CONNECTOR AT 12 ®.:4':' .00;EDGE .AND' 4" 0.-C. 12 @ 4" O.C.EDGE AND 4" O.C. TOP AND BOTTOM OF TOP AND BOTTOM OF 4 FIELD-. 4 FIELD. EACH STUD, SEE SCHEDULE EACH STUD, SEE SCHEDULE PREF-ENGINEERED . WOOD ROOFPRE -ENGINEERED WOOD ROOF . :.,. TRUSSES `® 24" O..C.,-- FASTEN. TRUSSES ® 24" O.C., FASTEN TO DBL' 2"x6" PLATE W/ 2pcs TO DBL 2"x4" PLATE W/ 2pcs N BE OF FULL 1.2d TOE NAILS EACH SIDE OF 12d TOE NAILS EACH SIDE OF H GHT STUDS NUI i ER OF FULL ' ROOF. TR -USS ROOF TRUSS E H SIDE OF HEI HT E TUDS EACH 0NIN , SEE SID OFOPENING, P N R SCHEDULE SE PLA OR .HURRICANE CLIPS PER UPLIFT HURRICANE CLIPS PER UPLIFT HEADER, SEE HEADER, SEE SC DUL : CONNECTOR SCHEDULE.. CONNECTOR SCHEDULE. PLANS PLANS HEADER STRAPS, HEADER STRAPS, SEE UPLIFT SCHEDULE SEE UPLIFT SCHEDULE TOP OF PLATE EL. +18'-43/4" TOP PLATE EL. +8'-O" SEE ARCH PLANS SEE ARCH PLANS ROUGH OPENING ROUGH OPENING (2)2x4 SYP #2-------' SEE ARCH SEE ARCH (2)2"x6" SYP No..2 TOP PLATE. TOP PLATE • CLIPS OR CRIPPLE CLIPS OR CRIPPLE ` 1 pc SIMPSON SPH6 CLIP FROM DOUBLE HOLDDOWN AT STUDS HOLDDOWN AT STUDS TOP PLATE TO STUD; CaD. 16" Q.C. 1pc SIMPSON SPH4 CLIP FROM DOUBLE 7/le" OSB WALL SHEATHING SES UPLIFT CONNECTOR 'SCHEDULE TOP PLATE TO STUD ® 16 O.C. FASTEN w/ 8d COMMON WIRE FOUNDATION, FOUNDATION, U - SEE UPLIFT CONNECTOR SCHEDULE NAIL ® 3" OC EDGE AND 6" OC SEE SCHEDULE SEE SCHEDULE Z ' 2"x6" SPF ..#2 STUDS 16" O.C. FIELD (FOR NAILING AT w Q 2x4 SPF STUDS ® 16 OC SHEARWALLS, SEE SCHEDULE. W Z #2 FOR LOCATIONS OF SHEARWALLS, w D o 0 2"x6" SYP No,2 BOTTOM PLATE '/i�" OSB WALL SHEATHING SEE FLOOR PLANS) FASTEN w/ 8d COMMON WIRE: o Y ¢ � =00 to - NAIL ® 3" OC EDGE AND 6" OC 3/4." T&G--PLYWOOD,. GLUE .AND ..; FIELD FOR NAILING AT = FRAMING AND STRAPPING QUM ( �' FRAMING AND STRAPPING v � -JWo FASTEN W/ 1Od COMMON WIRE SHEARWALLS, SEE SCHEDULE. Q °D FOR LOCATIONS OF SHEARWAILLS < AT TYPICAL WALL OPENING UJ w z NAILS 0 4 O.C. EDGES AND w AT INTERIOR BEARING WALL w �, U _j a 0 6" O.C. FIELD- I SEE FLOOR PLANS) w 0!> 6 DETAIL 9 DETAIL 0- z07- � d 16" SYSTEM 42 PRE-ENGINEERED FLOOR TRUSSES ® 24" O,C. ¢ S�-1 SCALE: NTS S-1 SCALE: NTS `f v TOP OF PLY DECK EL. +91'-43/4" (n Z ' SEE ARCH PLANS 1pc SIMPSON SPH4 CLIP FROM, ; FIRST LEVEL HEADER SPAN TABLE AND STUDS SECOND LEVEL HEADER SPAN TABLE AND STUDS I STUD TO SILL PLATE ® 16 O.C. _ 2x4 P.T. SYP #2 SILL PLATE 00 HEADER BEAM WINDOW/DOOR 2x4/2x6 JACK 2x4/2x6 FULL HEADER BEAM WINDOW/DOOR 2x6 JACK 2x6 FULL r : I w/ '/2"� x 10" ANCHOR MAX OPENING STUDS HT STUDS MAX OPENING STUDS HT STUDS r _ +8, 0,r, 24rr 0 3' 0>, 3r 0„ L . - - - L - S ARCH PLANS 2" 2" / "TPL TE WASHER 4'-0" 1 O SYP NO 2 4'-0" 1 2 6 2 2 6 TOP OF PLATE EL. C w/ 2 2x10 SYP NO 2 1- 2x4 2--- 2x4 2 2x10 SYP NO 2 1 2x6 2-- 2x6 EE AN x x e 2 2x10 SYP N0.2 -- 1-- 2x4 2--- 2x4 �- 2. 2''x6 SYP No.•2� TOP PLATE 2 2x10 SYP NO.2 5'-0" 2-- 2x4 3- 2x4 (2)2x x x O 4" CONCRETE SLAB ON GRADE w3 2x10 SYP N0.2 7'--0" 2- 2x6 3•--- 2x6 .,1 pc SIMPSON CS16 FROM . / %x1O SYP NO.2 6'--0" 2-- 2x4 4- 2x42nd LEVEL TO 1 st LEVEL WWF 6x6 W1.4xW1.4 OVER 6 MIL x12 SYP NO.2 7'-0" 2- 2x6 3- 2x6 t'% TYPICAL HEADER SYP No.2 UNLESS NOTED STUDS @ 32", O.C: VAPOR BARRIER ON COMPACTED FILL 3.5"x11.25" 2.0E 16'-0" O.H. 2- 2x6 4- 2x6 OTHERWISE ON PLAN PARALLAM PSL BEAM DOOR OPENING 2) NUMBER OR JACK STUDS AND FULL HT STUDS W T.0.5. EL.+ 0'-0" EACH SIDE OF WALL OPENING, 2x4/2x6 SPF 2 x6 SPF' #2 STUDS ® 16 = O.C, x x x x x x SEE ARCH PLANS No.2, UNLESS NOTED OTHERWISE ON PLAN. '/1 " OSB WALL SHEATHING ,� 1pc SIMPSON SPH4 `CLfP; FROM; FASTEN w/ 8d COMMON WIRE: -III—III o0 STUD. ,TO SILL PLATE 9 16" 0 C. NAIL. 0. 3" OC EDGE AND 6" OCI�I I I FIELD (FOR NAILING AT I II v 2"x6" -P'-Tl SYP No.2 SILL. PLATE W/ SHEARWALLS, SEE SCHEDULE. ' •'/z"0x10'.'_ ANCHOR. BOLT.®- 24"`-O.C. - FOR LOCATIONS .OF- SHEARWALLLS, �.. W/ 2x2x'/$" PLATE ._WASHER SEE FLOOR PLANS) 3" C R 12" x 20" MONOLITHIC CONCRETE FOOTING W/ 2-#5 CONTINUOUS W 4" CONCRETE- ,SLAB. .ON GRADE. w/ 1 Ott �..... WWF 6x6 W1.4xW1.4 OVER 6 MIL, VAPOR BARRIER ON COMPACTED FILL UPLIFT CONN. [] Q 3 TYPICAL WALL SECTION AT TOP & BOTTOM 2x4 SPF #2 STUDS CSA Q (� o ` T.O.S. EL.+ 0'--0 ONE STORY FRAMING 8» CMU STEMWALL, OF STUDS, SEE SCHED. 16 OC, SEE PLAN 0 0 VERTICAL REINF., x x- --x x X---� SES ARCH PLANS SEE PALN SEE PLAN 2"x4" SYP No.2 PT PLATE 1 rr rr _ 8" CMU STEM WALL w/ 3 WALL SECTION , TYPICALSLAB ON GRADE, ®23x2 0OC w�OR BOLTZ }- " Q _I #5 DOWEL ® 48 ..00 I=I L'Fl II=I I.�. ., ., '/,," WASHER Q �/ m ---� w/ STD HOOK, FILL S-1 SCALE: 3/4 = 1'-0" 25 MIN LAP SEE PLAN 2x2x ALL CELLS SOLID. 4" CONCRETE TOPPING W/ CONTINUOUS (EXP. BOLT MAY O F a S" ,r a,+ir' ( I-- BEND DOWEL OVER ,�.; �, (� z -I I (—I'I ) SLAB W/ 6x6 W1.4xW1.4 rl , , x�.x x ¢ r 111= TO EXISTING CONCRETE WWF OVER 6MIL VAPOR ,,i; , , FOOTING REINFOR CING n 4 J IN SLAB AND LAP � 10"x20" CONTINUOUS 25" MINIMUM SLAB ON GRADE BARRIER x '611 CONCRETE FOOTING W . .`: O a 2�#5 'CONTINUOUS �- FOOTING & REINF., r >r �, _j 0 0 EXISTING FOOTING 1 _g 10"x20 THICKENED . AND STEMWALL SEE PLAN EXISTING 4" CONCRETE SLAB w/ 2-#5 CONT Q 3" LAR r f -:;�:: DRILL 6 & EPDXY 2 PCS 5x2 -6 .•;, ri » # r rr SLAB ON GRADE Z �- 1' HORIZONTAL DOWEL INTO EXISTING FOOTING DRILL 6" AMD EPDXY Q EXISTING THICKENED `r 1- 4x1'-6" HORIZONTAL NEW FOOTING INTERSECTION W EXISTING NEW FOOTING AT INTERIOR BEARING ,. . .-. TYPICAL' 'WALL SECTION # r< RECEIVE&SLAB DOWEL ® 24 OC (TYP) TWO STORY 'FRAMING 7 SECTION AT FOOTING* 10 SECTION ,,, Q NEW SLAB INTERSECTION W,l EXISTING SLAB s--1 SCALE: 3/4" - 1'-0" s-1 SCALE: 3/4" - 1'--�0" JUN 2 � ^��� 0 City of Atlantic Beach __j 1 WALL SECTION-, TYPICAL A SECTION A SLAB B� ldin and Zoning S-1 SCALE:: /4 1'-0" 4 » UPLIFT CONN. 6"x6" SYP No.2 POST 2"x4" SPF 2 STUDS S-1 SCALE: 3/4" = 1'-0" ® BEAM BEARING, SEE AT TOP & BOTTOM 16" OC, SEE PLAN PLAN FOR LOCATION (OF STUDS, SEE SCHED. EXISTING 8" STEM WALL, 2pc SIMPSON STHD14 2x4 SYP No.2 '/2"x`10" ANCHOR BOLT SEE FOUNDATION PLAN P.T. PLATE ® 32 OC w/ 2x2x'/e" WASHER 3/ _ EXISTING 4" CONCRETE 4 DEEP SAWCUT w:/ SLAB ON GRADE; f8" STEP (EXPANSION BOLT NOT ELASTOMERIC SEALANT SEE PLAN SLAB ON GRADE PERMITTED WITHIN 4" SLAB F AB EDGE) ON GRADE, O L E) 24" MIN LAP 4r >, 7 ` , ,;z, SEE PLAN X . DRAWN - W/ CONTINUOUS k _ o � APPROVED PRB a CITY,, OF ATLANTIC BEACH rr ---- x- -- FOOTING REINFORCING ',' �_. 4 _ 4_a __ v F , Qu,L,[ INo OFFICE CHECKED a o " CCK 1-#5 CONTINUOUS JUN ATE NOTE:. -*SAWCUT, CONCRETE SLAB:.WITHIN 3'-6"x3'-6"x1'-0"d 0625/02 OURS OF CONCRETE PLACEMENT E 12"x20" MONOLITHIC FOOTING FOOTING / 4-# 3'-fi" SAWCUT AND REMOVE SCALE CUT--IN CONCRETE 4 TO 12 H EXISTING FOOTING AND STEMWALL SEE FOUNDATION PLAN W 5 AS NOTED EACH WAY. SEE ARCH 3 -0 x3 -6 SECTION OF SAWCUT; SLAB, TYPICAL DRILL 6" & EPDXY 2 PCS #5 x 2'--6" PLANS EXISTING CONCRETE JOB NO. LONG INTO EXISTING FOOTING �rOp}t f3 e E02--044 � . . SECTION " w �' ;• ., .,.,• r' SHEET NEW FOOTING INTERSECTION W EXISTING NEW CUT---IN FOOTING NEW FOOTING AT INTERIOR BEARING ��•' `' f' ' `' '� o S-1. SCALE: ...3/4 1 _O t" N N SECTION AT FOOTING SECTION SECTION - `.' -z p t - S - 1 5 8 11 � �..-� :� � r. � • w r - rr r rr » — , rr '� J S--1 SCALE: 3/4 - 1 --0 S-1 SCALE: 3/4„ w 1>_0>, 5-1 SCALE: 3/4 1'-0' SHEET 1 OF 3 fCol-�C� sem Cck Dc: i REVISIONS BY UPLIFT CONNECTOR SCHEDULE EXAMPLE OF UNSUPPORTED. (UNBLOCKED) STRUCTURAL NOTES: BOUNDARY OF`, SHEARWALL. PANEL. EDGE. UNSUPPORTED PANEL EDGE IS SHEARWALL SPECIFICATIONS TYPICAL CONDITION' UNLESS BLOCKING IS REQ'D MEMBER SUPPORT SIMPSON CONNECTOR DESIIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING BY SCHEDULE OR NOTES. SW-1 INSTALL 7/18" OSB PLYWOOD SHEARWALL SHEATHING OVER 2"x6"/2"x4" CODE 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE ' COMMON TRUSS. . SPF#2 STUDS AND FASTEN WITH Sd COMMON WIRE NAILS ® 3" o.c. DBL TOP PLATE 2 MTS12 Q13, (1)H16 DEBRIS REGION. DESIGNED AS "ENCLOSED." • • ' ' HEADER BEAM 2 MTS12 OR 1 H16 EDGES AND fi" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL INTERIOR BEARING WALL 2 MTS12 • HORIZONTAL JOINTS, INSTALL ONE PIECE SIMPSON HTT22 AT EACH 1, LIVE LOADS • END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH 5/8"9x12" GABLE END TRUSS DBL TOP PLATE (1)MSTA24 ® 48" O.C. UNIFORM LIVE LOADS • FLOOR 40 PSF ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. AND EACH END ROOF 20 PSF GYP-SUM BOARD 2"x4" OUTLOOKER GABLE END TRUSS (1)H2.5 P.LYWQOD, OR, SW-2 INSTALL 7/16" OSB PLYWOOD SHEARWALL SHEATHING OVER 2»x6» SPF#2 TYPICAL F 2. BASIC WIND SPEED 120 MPH C"SB; SHEATHING „ , STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" o.c. EDGES IMPORTANCE FACTOR 1.0 • AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL OVERFRAMING RAFTER LEDGER 2)H2.5 EXPOSURE 'C' 4 NAIL -SPACING ;.AT JOINTS. INSTALL THREE PIECES SIMPSON CS16 AT EACH END OF RIDGE BEAM (1)A35 MEAN ROOF HEIGHT 22.0 FT SUPPORTED EDGES, EXAMPLE OF SHEARWALL SEGMENT. FASTEN THE CS16 WITH 22--10d COMMON WIRE NOTE: INSTALL OVERFRA TNG LEDGER BOARD TO EXI TING TRUSSES W 2 ROWS ROOF PITCH 4/12 (18.4 DEGREES) SEE NOTES OR SCkiEDULE , PANEL EDGE w NAILS. 12 x 33/4" ROOF GRIP S REWS W 1"0 WASHER AT EACH INTERSECTION » / / ) INTERNAL PRESSURE COEFICIENT ENCLOSED BLOCKING WHERE GR AT RO CONVENTIONAL FRAMING COMPONENT AND CLADDING +0.18/-0.18 REQUIRED BY SW-3 INSTALL 7/1e " OSB PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x12 RAFTER RIDGE BEAM (2)A35 WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-2 SCHEDULE OR 2"x4" SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" DBL TOP PLATE (2)MTS12 • NOTES o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL RIDGE BEAM KING POST (4)HTS24 HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT EACH SUPPORT POST (4)HTS24 3. ALLOWABLE UNIT STRESSES: STUDS, ROOF TRUSSES, END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. FASTEN A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION (; OR FLOOR JOISTS THE HTT22 TO THE INTERIOR CONCRETE SLAB WITH 5/e"Oxl 2" ANCHOR SUPPORT POST FLOOR BEAM (4)HTS24 SLAB ON GRADE f'c = 3000 PSI Z BOLT WITH 32�-16d COMMON WIRE NAILS. KING POST FOUNDATION (2)HTT22 CONVENTIONAL FOUNDATIONS f'c = 3000 PSI wW ¢ FR H MONOLITHIC FOUNDATIONS f c = 3000 PSI = NAILING TO. INTERMEDIATE INDICATES ONE PIECE SIMPSON HTT22 ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI = c� SUPPORT IS 6" OC MAX, UON PORCH HEADER BEAM SUPPORT STUDS 2 MSTA24 I w z o a NAILING-PATTERN FOR SHEATH_NC 6x6 POST �2�MSTA24 B) REINFORCING STEEL - ASTM A615 GRADE 60 J 0 ON ROOF.. FLOOR AND SHE-ARWALLS INDICATES THE NUMBER OF FULL HEIGHT 2x6 or 2x4 STUDS EACH SIDE OF THE ,. y ¢ o ® WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH 6x6 POST FOUNDATION (1)ABU66 C) WELDED WIRE FABRIC - ASTM A185 ¢¢ ". ` DETAIL SIDE MINIMUM. 0 ¢ FLOOR FRAMING, U ca _j w o m NOTES: FLOOR TRUSS SOUTH KICTCHEN WALL (1)MTS12 D) SOIL BEARING (DESIGN MAX.) 2500 PSF � a J w S-2 SCALE: NTS 1) SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. FLOOR BEAM (1)THA422 Ld cn o-1 a 2"x4". SYP-,No.2 .OUTLQOKER 0 24" O.C. 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP N0. 2 = c� z ALIGN ONE OUTLQOKER W/ EACH X-BRACE. OR FLOOR BEAM SUPPORT STUDS 4)HTS24 QFC (4)MSTA24 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE IZ z o o L'-• 6"x6" POST �4)MSTA24 WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION _j ¢V) 2"x4" BLOCK 48" O.C. BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL ~ 0 2x4 BLOCKING''® (n ¢ SHEATHING JOINT 4-12d" TOE. NAILS IN I A WALLS BE SPF NO. 2 (UNLESS NOTED OTHERWISE). - o 2x4 BLOCK @, X-BRACE (2 EA SIDE) DBL TOP PLATE STUDS (1)SPH4 ® 16;; oc 0 ROOF- SHE DLOCKING STUDS BOTTOM SILL PLATE (1)SPH4 ® 16 oc F) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC 4--16d NAILS PER PLAN BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY TUBE STEEL COLUMNS - ASTM A46 1pc SIMPSON H2.5 '/z"Ox10" THREADED STUD ALL OTHER STEEL - ASTM A36 • .• 5 . . HURRICANE CLIP 1 / ,.O 8„ W or 2 x EDGE • AT EACH OUTLOOK - EX N I WELDING ELECTRODS ASTM A-233 E70XX. PA SON ANCHOR G) 2x4 X-BRACE w/ 2x2x'/e" WASHER I ® 48"- O.C. -16d TOP CHORD OF ® 32" OC 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER (� 4�--12d (2 -ES) •T NAILS GABLE END TRUSS X R) R LOAD B I G A S FOR REINFORCING SHALL BE AS FOLLOWS: EA. END, FRO BLOCK ( DROIP 3 1/2" FOOTINGS 3" V DBL TOP PLATE 2nd LVL STUDS 1)SPH6 CSD 16 oc SLAB ON GRADE CENTERED TO TRUSS T CHORD` w 7/ie "' OSB PLYWOOD WALL SHEATHING 2nd LVL STUDS 1 st LVL STUDS 1)CS16 ® 32 oc FASITENED w/ 8d COMMON WIRE NAILS STUDS BOTTOM SILL PLATE �1)SPH4/SPH6 ® 16" oc 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE .,, .. 1st LVL STUDS FOUNDATION /,"0 x 10 ANCHOR BOLT w/ • ® 3 OC EDGE AND 6 OC FIELD " TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 3--12d:NAILS 12d 4" O.C. FROM 2x2 �x'/8 PLATE WASHER AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD ---� TYPICAL:' A7<<• LATE L BRACE TO BRACE VERTICAL MEMBERS ® 24 OC SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING Q VERTICALS i BLOC BELOW OF GABLE END TRUSS PER OF CONCRETE. 0 4' o .. _ -. TRUSS •MFR DETAILS HEADER T - JACK STUDS MMSTA24 MSTA24 EACH SIDE y 6. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS h__2x4 S 48" O.C. 1 pc SIMPSON. MSTA24 ® 48" OC HEADER 4'-0" T 6'-0" JACK STUDS EACH SIDE FOLLOWS: (_ IF VERT. NOT w/18-10d HEADER 6'-0" TO 9'-0 JACK STUDS (3)MSTA24 EACH SIDE MASONRY 48 BAR DIAMETERS Z PRESENT CONCRETE 40 BAR DIAMETERS C,) 4-16d N I S` BOTTOM CHORD OF GARAGE DOOR HEADER SUPPORT STUDS 3)MSTA24 EACH SIDE 0 W I GABLE END TRUSS SUPPORT STUDS FOUNDATION �1)STHD14 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR 12d TOE NAILS ® 8 O.C. NATES: UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. • •` FROM TRUSS BOTTOM CHORD �---� Z ¢ 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. Q W o TO DOUBLE TOP PLATE 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 8. ALL LOAD BEARING EXTERIOR STEM WALLS SHALL BE COMPOSED OF (f 0 0 ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 0 2x4 BLOCKING C� 48" O.C. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: _i CONT . .. 2 SYP .. BETWEEN .GABLE AND (2) :2x6 SYP No.2 TOP PLATE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL Q w #,. H2.5 10-8d HTT22 5/ " x12" ANCHOR BOLT AND REINFORCEMENT WITH CONCRETE GROUT. FILL ALL CELLS 0 _ LATERAL 6_ RACE- 48n O,C; FIRST .TRUSS H16 12-10d 8 w 3=-161 INTO .EACI TRUSS 2x6 SPF #2 STUDS CSD 16 O.C. 1 32-�16d � � W Q BELOW FINISHED GRADE WITH CONCRETE. c 'SIMPSON FI2,5 0 .48" O.C. FROM A35 12- 8dx1 /z 5 w :BO.TTOM.. CHORQ.. " . 1P 1 ROW 10d COMMON NAILS SPH4 10-�8d ABU66 /8 Ox12 WEDGE EXPANSION Q m 0 12 16d 9 . BLOCK TO DBL TOP ""PLATE ® 4„ O ANCH R AND - NG, SHORING, GUYING OR OTHER _ - . . . .C. SPH6 10•-8d PROVIDE ALL TEMPORARY BRACT 3 » MTS12 14--1odx'/2" HTS24 24--1Odx' MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING P LATFFOR M- , FR"AM IN G , GABLE .END /4 T&G PLYWOOD GLUE /2 CONSTRUCTION. (� z 4 STHD14 38 16d AND FASTEN W/ 10d MSTA2 18-10d - ¢ COMMON WIRE NAILS CS16 20-10d 10. 'VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. cn (n z ¢ ® 4" EDGES AND THA422 20-16d SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING 2:. DETAIL . 6" D EDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOTDRAWINGS FOR EMB _ O.C.C I ,...J 0 0 NTS SHOWN ON STRUCTURAL DRAWINGS. 2 ROWS 10d COMMON Q WIRE.. NAILS -® 4 O.C. SIMPSON SPH4 AT 2x4 BLOCKING AT ALL 11. ]THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE 3 / 1 '/4"x16» TIMBERSTRAND EACH STUD TO HORIZONTAL JOINTS IN RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, /t T&G PLYWOOD GLUE AND FASTEN "W (2)2x6 SYP TOP PLATE WALL SHEATHING Q 10d .COMMON WIRE NAILS 0� 4" EDGES AND PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE TE ' 6 . 0 2 LAYER DX 2 PCS SIMPSON S 40" LO .C. FIELD PLYWOOD SOLIDSBLOCK NG. N C 1 NG OR #2 TOP PLA g, CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR F THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 0 FASTEN W/ 3pcs 16d EXTERIOR WALL FRAMING ACCORDANCE WITH THE CONTRACT DOCUMENTS. Y TOENAILS AT EACH SIDE. 16 DEEP SYSTEM 42 PRE--ENGINEERED 12. 'THE DESIGN OF THE PRE-ENGINEERED FLOOR TRUSSES SHALL BEAR THE Q .. 1 s OSB PLYWOOD SHEARWALL - _ FLOOR TRUSSES SHEATHING NAILED TO STUDS SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. _J 24" O.C. MMO 3" OC BALLOON FRAME ��INTERIORw/ 8d COMMON WIRE 13. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE SHEARWALL W/ 2x4 SPF #2 INTERIOR SHEARWALL EDGE AND 6 OC FIELD " - • - A SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES „ STUDS CSD 16" O.C. SHEATHING -PER � " 16 SYSTEM-. 42 PREE;NGINEERED- SHEARWALL SCHEDULE /16 OSB PLYWOOD EXTERIOR SHALL HAVE TEMPORARY BRACING PER COMMENTARY AND FLOOR 'TRUSS 0 16" O.C. INTERIOR SHEARWIALL SHEATHING SHEATHING NAILED TO STUDS RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE PER SHEARWALL `.SCHEDULE AND AND SECTION 5/S-2 w/ 8d COMMON WIRE ® 3" OC CONNECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, ] BALLOON FRAME .INTER OR SECTION 9/S-4 EDGE AND 6" OC FIELD NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP SHEARWALL 2"x4" SPF #2 DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. STuoS, ® 16" O.C. BLOCKING OF FLOOR TRUSSES 2x4 SPF#2 STUDS ® 16" OC REACIINTERIOR SHEARWALL TO UNDERSIDE OF FLOOR DECK AT INTERIOR SHEARWALL ION A HOR EACH ENDO SHEA ALL DOUBLE STUD EACH END " SEGM NT AS ERS EDULE OF SHEARWALL DRAWN 3. s S ECTION ECTI ON MLC LATERAL SHEAR ANCHORS: DRILL CHECKED S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4» = 1'-0" AND INSTALL '/2"Ox8" WEDGE CCK EXPANSION ANCHORS w/2' DATE WASHERS ® 32" OC 6/25/02 SIM SON S H4 AT DESIGN. WIND PRESSUIRES FOR WINDOWS DOORS PSF " • EA STU TO EXTERIOR WALL w �Ax10 SCALE �- END ZONE = 12 -0 BO OMP TE ANCHOR BOLTS ® 24" OC FIRST SHEARWALL STUD AS NOTED AREA 30sf 40sf 50sf 100sf w/ 2x2x'/8" PLATE WASHER NAILED TO EXTERIOR roe No. 1Osf 20sf -x >, x x x WALL FRAMING w/ 16d E02-044 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NAIILS ® 8 OC EACH SIDE •''� �,NFt c SHEET • �, " . •� '- _ .. INTERIOR 40.0 -43..4 - 38.2 -41. 37.2 - 40.6 36.4 --39.8 35.8 - 39.2 34.0 --37.4 -- ...__.�.......,..,....................-....--- ----._. EXTERIOR WALL FRAMING f Y ENDZONE -53.6 38.2 37.2 -41-7.9 36.4 -46.4 35.8 -45.2 34.0 -41,6 ` .•40.0. -so.o INTERIOR SHEARWALL � " , ��3I�.. •� L , ,, � ' AND SHEATHING 5 DETAIL ..�- S 2 SECTION A- A a OVER CONCRETE SLAB „ •. S--2 SCALE. /2 - 1 0 1,,,�17 SHEET 2 OF 2 G 1 coy) nea REVISIONS BY ±35'_0" ±35_0" 4pcs SIMPSON HTS24 KING POST 6"x6" P.T. EXISTING 2"x4" STRAPS FROM RIDGE SYP NO.2 POST OR 3pcs FRAMED WALLS BEAM TO SUPPORT POST 2"x6" SPF NO.2 STUDS AT RIDGE BEAM BEARING I 1 I } I I I I I I I T ..LLLd d Q LLJ Z 0 U I II. +... Z Ld O cl} I 11 1 II II 2 Q JZL4, N ZY ii iI S-3 li N N 00 S-3 � � <C) 1 f _ � ., I :DQ Q } I.I I tI n 1 , U J�'� - 1 1 11 1 L1J Q ' 1 fV (� W ZDO Z LLI 1 1 _ _��I L.�L_. F U J Lj UN ; i _ ii LL. ii Nm LL_ = � 05a 1 Z 0 1 , 1 Q Q I p 1, LLJ I p 1 1 ' 1 ' [� Z O OZ LI_ W (W ii t• I � N n ii Xcr_ N � j � Y it Cl V) , i � , O >: O , I 7H z cf) � I (� - _. Ii • - U � ' i it ii r•rj _J_I (L i � O U) Q (n i X O i i l i N 11 Z � N - ( SEAM TO KING OST o 1 II 11 I , 1 i~---- ------ ---------- ._._.---- ._..__ ———————---------� I I L--- ._ — _---------_--_---_—__—__—__— - --------------------------------------------------------.. .,._.._'1 : I I — ----- KING POST-3pcs 2"x4" --- --- -----"-- --- -- } t NEW x16.0 2.OE } I I 1 pc SIMPSON HTT22 TO PARALLAM RIDGE BEAM NEW CUTIN FOUNDATION . I1 iv EXISTING ROOF FRAMING PLAN MODIFIED ROOF FRAMING PLAN SCALE: 1/4" 1.'---0»^ SCALE: 1/4" — 1'--0" z „ 2 cs SIMPSON A35 CLIP ANGLE FROM W EACH NEW RAFTER TO NEW RIDGE BEAM EXISTING PREENGINEERED EXISTING ROOF 3.50"x16.0" 2.0E PARALLAM RIDGE SPLICE NEW 2"x12" SYP No.2 RAFTER [� Q ROQF- TRUSSES x. 24" O.C. SHEATHING BEAM TO EXISTING TRUSS W/ 2 ROWS 12d 0 W o COMMON WIRE NAILS ® 12" O.C. 0 SPLICE NEW 2"x12" Q Lr SYP No.2 RAFTER TO U) _ AFTER ALL ROOF FRAMING WODIFICATIONSU EXISTING TRUSS W/ 2 1—•_ ARE COMPLETE, REFASTEN EXISTING ROOF >_ W ROWS' 12d COMMON WIRE NAILS ® 12" O.C. SHEATHING W/ 8d COMMON WIRE NAILS Q m k _ r _ d 4" O.C. EDGES AND 6" 0).C. FIELD Q C) OCD < _ _ ADD 2pcs SIWPSON MTS12 FROM EXISTING 2"x4" _7/__d NEW 2"x12" IRAFTER TO EXISTING FRAMED WALLS 2"x4" WALL IFRAMING (TYPICAL) Q t35-0" CUT OUT AND REMOVE BOTTOM C ORD AND WEBS OF EXISTING TRUSS AFTER NLL ROOF ±35'---0" MODIFICATIONS ARE COMPLETE Ld EXISTING R0017R00173RUSS ROOF TRUSS MODIFICATIONS NOTE: . ., • �_ � -• - �1 SEC TI ON 2 S ECTI 0 INSTALL TEMPORARY SHORING TO THE TOP CHORDS OF THE EXISTING TRUSSES PRIOR - TO INSTALLING THE NEW RIDGE BEAM S-3 SCALE: 1/4" = 1'�-0 S--3 SCALE: 1/4" = 1'-0" DRAWN PRB CHECKED CCK 06/ATE 25/02 cp SCALE AS NOTED ro - 11111.1 Y11dl11,, Boa No. -Q ;�� .. �.� ' E02-044 - .. ,. . �� •'. • ? SHEET 'U 1 tr s 3 +• 44t rt9'. " JN1+L fie. SHEET 3 OF 3 w 4 0 r .. r _ eC� co, � Z � m � qx U � � Hw N 83043'50" E 139.9'7' -� w . .,,, - �_ �.�C ��-f� ►.)rte.- �-fi I c.a __-�_ W°'" H 29 to it I� I EX15TINC ONE 5TORY 1 _ MA50NRY & FRAME i RE5IDENCE LOT 17 E3LOGK 13Lu o I �= / z � U) LLI DZ 0 z LD QAt Ami I� rc�ii LU o LU n o r, 5 89°23'01" W 63.•49' 5EA OAY5 DRIVE (60.0' RIGHT OF WAY) YX 51TE PLAN Bni,8� KLA 0 SCALE; 1" W10'-D" 3 .OG 3!goo-Iw n�Ap01�IC BAC�1 o R M ILL- sff City of Atla,t:C 2,-Bch Planning :, !, 'MIS 8pprova. t i<; 120nIng, deve!') apn c d, f., tic iu iai prwr a ssuance c; a � _unit. � Ld ed Bp LIJ �'7• om r ty evlopment Director �, v l ;�.""_. i� ..')E�'�1.$,.• Y N 6i •:.:y Of 6i�6�)• ,�`- � l` (�.."1 R"r b 6Rdr` Cr I�• ue.�a" !�k ""Le}2. 001 l �=i'�•'�f`-tom Fy:;i:a� ��"CCf� a�Y�.hf� q �.�•p'.�"��� �.a �p•G . � '��.�'l 6-1 A13 V / dl pop -----T _-__ _ _ ___ .- _. _ _ _ __ ___ _. `•' A � a - •- � -.- � �" �TI�-l}GT�i't.�l$1.� C�C�fi�}I L- 1 �f5 � � � � C� ami - ----._......, --?r' � � � I G --• � � � �. � r� ��I ��I>�c� I� ���p�� 5�►�17 1� , w 1 d�G / �`' I I ST�.�� �c�-Ik ��vG- o� --�---- J `l��� ,��~ � �" f-• cam.., C,�Y�C LyA&� I8r► e�P 11-1(1;, I I l q ✓ I , � ; ( I I cs til --- _ --..— --. . _..._...._ ' � ( r7vr 1', li^.i.IG-# •V� G.sCI�7TItJC� N v 062 SLe }- MP-1lFa\q rll r"c-1 e 't IPG '/J•� All-2' .r_v1r \lr �I F4 Emu , yr�i cin _ � •� � �I F I � f �} f~lL�� G.�IMIJL=.1���i4`,I�• "i I I I If'�•I�.--•- � _4yti Y,i 12 off�_f/l V iD� C i IIT----•--- ' a CA ' I I•_ExDl_l rotes W.1 1k/ _ N TE; CONTRACTOR SHALL VERIFY 7 r,��{�' Y1�Gsl�t�� A- r� ` T /� i • d EXI5TING ROOF PITCH, OVERHANG �. ! AND ANY OTHER CONDITIONS TO v MATCH NEW ADDITION TO EXISTING " i -- - — / Zi 1 LuROOF 5TRUCTURE w� n zz 9, _ N OT� : KEY _ - �_ 1 ROO PLAN _ a Q � __ � o SCALE: 1/8" = 1'-O" - 25 YEAR SHINGLES ON 30# ROOFING FELT o o OVER /a"COX QW-0513 5HEATING ! _ _ -- O n -A 2: FASTEN ROOF SHEATHING wl&d COMMON WIRE .__. { II { NAILS @ 4" O.C. EDGE5, FIELD 1 �-- {'� ! �� 3: METAL HURRICANE CLIP �t 1'-/ � Ga I�xl�i �� �71./1�l " d < �-IF 4: 4" METAL DRIP / Q ' Q 5: 1x6 FASCIA MATCH EXISTING) � I i / I _ G CTI O N 6: 2x4 SPF #2 STUDS (016"O.C. v' •- L r—� --_W�...F� I 1�� _ . c•t" i �1W __ � � � t.Ll 7: PLYWOOD SOFFIT w/Vi=NT(MATCH EXISTING) 1''0" 6: 1x6 FRIEZE (MATCH EXISTING) IAN 9: 30 Ib. FELT UNDER T-111 91DING TO MATCH EXISTING 10: R-30 INSULATION w/2"POSITIVE AIR SPACE it: PRE-ENGINEERED ROOF TRU66E5 0 24"O.C. w 12: (2)2x4 9YP N0.2 TOP PLATE ✓ I 13: !�Etef_TP•J14 CSA 16"O,C, s i m 1 6wj r-Pk 4 e I 14: R-11 13ATT INSULATION 15: 2x4 P.T, SYP Not SILL PLATE w/1/2"x10" ANCHOR BOLT V' 0 24"O.C. w/2"x2"x 1/8"PLATE WASHER 111 16: 4"CONCRETE SLAB ON GRADE w/WWF 6x6-WL.22 4Xw1,4 OVER 6 MIL VAPOR BARRIER ON COMPACTED FILL L.C7 ^X�h 1 --Xl -11 fl��4* 17: $/4" DEEP 6AWGUT w/ELASTOMERIC SEALANT FOUNDATION 18: 10"x20"THICKENED SLAB w/2-#5 CONT. „-- PLAN GENERAL NOTE: NOTED DIMEN510N TAKE PRECIDENCE OVER SCALED DIMENSION SCALE:�/4" 1'-0" b w J x T W. 6� irr'i v I 1^ �,o k5 e. I { I! FOUNDATION NOTE5 KEY r .> �D �s�� cbx-i x gp 0 1. DRILL 6"AND EPDXY 2 PCS # 5x2"-6" INTO EXI!STINH FOOTING 4.VTI O N LAP 24"W/NEW FOOTING REINFORCING, 2: DRILL 4"AND EXPDXY M&4. "trd_WELININTO EXISTING SLAB,@ "2 12 0 -z 5C: 3/4" = 1'-O" 24"O.C. AROUND PERIMETER OF NEW SLAG. 9��esj 3 u�"a 3: 4"CONCRETE SLAB ON GRADE.w/6"x6"W1.4 Xw IA w.w.f. OVER 6 mII i �j i u VAPOR BARRIER, OVER TERMITE TOEATED GOMIPAGTED FILL. " ^ 4: EXISTING HOUSE SLAB 015% 5: EXISTING GARAGE 5LA6 _- o a' tA D I•� 6: EMBED 1 PC Sfi+Ae&_f.Tmf;TRAP EACH SIDE. !� 0�6a� r � 7: 12"x20" MONOLITHIC CONCRETE FOOTING w/2 t# 5 CONT. •w - LCI - rid 04, . - -- _- _ 4 V _ L\j� �1 NOTE: 5AWCUT CONCRETE 5LA13 WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT I { VIII — ► 5AWCUT 5LA13 TYPICAL SCALE: -5/4" = 1'_0,. No., 0082c TYPICAL WALL 5ECTION Av , T .- ��;`�;•' CHRISTOPHER C. KATtIE, INC. %% CONSULTING . CONSULTING STRUCTURAL ENGINEERS r THE DESIGN CERTIFICATION I5," �* 440 OSCEOLA AVENUE LIMITED TO WIND LOAD ANALYSIS AND JACKSONVILLE BEACH, FLORIDA STRUCTURAL DESIGN ONLY FL PE NO.36820 I. l vnA J + + �I,III I �� � ► �II �'_zll I�tLI 21--4+I �I CQII y� II r,;-�t :+I r �pllIJ SII YI �11 Q or _ _ - _ - - - Ir I �� o a _ _- _ --- _ _ _ _.-- I �_ W � C) 09 7 NICHE BEAT ROOM INTERIOR ELEVATION 1 �z _ -- I I it I 1 I >.._ M Yr' 5CALE: 3/8" 1'-0" _ - --- r-��`� Z2 �\ I -m ,I, . .r lye ������,��� o r � 7 Q I II I _ � M. BATH TILE /�\ I I V ( lo ( L._ 11 MASTER BEDRM. I w N _ o �� � � }1T I•.= ._._. _.._.� _ � CARPET I I �y � �1 II I - - 0 ` GARAGE �� W.I.C. () u� , ,a ( -v CARPET :t I I - '{�►CsSlr� 01 __ • - 6cELVES- ` ( T� �i �" Q , 1=��..—._ Y 6w-ft? e4G1� Sipe; ®+ t\1 I- X11 - .-_ . ..____ --' -t-4�t� �G►al,��r�' b�+a2. � o_..._. __. r � FIREELACE INTERIOR ELEVATION I I I , 1 + HALL _ ► �. �91�, =.:���5 e�� 1 ATH INTERIOR ELEVATION I � I Q O - I �� MA aTEi „ �. SCALE:3/ I _�� r ( I -� TILE p •;, SCALE 3/8 = 1 -D _ .__.i� - o -- I- �- • - -- -- °-y t _ _. W -- - _.._ _. 1 _ X I�-i-it I -- — t, ,po O Ipc � e' ; u PANTRY NT. ELEVATIONS KEY M PK o I I i DOOM SCHEDULE MARK O i _ ' � r �� DINING RM, { II• , `II _ ` TILE I'Ily 2I' ZI SII +' }.f��\.1�. t,�/�l.l .�. at 1: MATCH PANELS TO EXISTING ' rIJ _ ABINET5 I AGE +� II r � �11t I�.C,r1 KITCHEN G I I A: 1670 GARAGE �--_�•_, -- 2: FIELD VERIFY KEG COOLER 1 1 0 5: 2868 F'f�EAGHTREE "AyANIT" PANEL A300 PAyIA I-L,y?rM 1�.1}7r " rL l7 K - < DRAINS OF COOLER TO I is C. 2868 PATIO .r 1� :`t: ,fro a-; r te .. �- o G� -W CONNECTED TO BAR SINK + D: 2668 `�) I �� �E ( I1 -� o ,� I Lu u- 3: WOOD MANTEL (VERIFY E: 2068 _ _- I - w/OWNER) -r I I F: 2468 5HOWER/GLASS-CLEAR �� - .. '+ s ,' r �, r�.l$ ,I � r _ 1 -- -- ---.. --- ----. -- _ 30" FIREPLACE I Q I - -- :--- G: 2668 PREAGHTREE "AVANTI" PANEL A300 / z Lu u TONE FACE AND SIDES + H: 26LLI Lu 68 POCKET J'1,CA , Gj P,�a•z - ? I I: 2668 SOLID --- r7 �� _ I (VERIFY w/OWNER) I < -F." t�l� 1 pG _� C1 + +� + rr J: 1668 BI-FOLD -.. j. . �1 U 6; WP-9$2 CA51NG-PAINT ,G ref' '^) 7: 1x8 FIR w/BULL NOSE EDGE I G�sr -r "Ipl REF7�'V K: 6068 PATIO __..___ _T v�crorJ d>� �a,laT 00&- Gt 3� L: 3068 PEACHTREE "AVANTI" A326 -Fo �o0:PA �%� �l�1°+Jl. r� � F L�t�: _�' NvLI� W PAINT -- _--- o ( 1 W/14" 51DELITES 534G - GP,LN _ MB-2 APRON - PAINT �W ` { � It I III L1"' i x < II i �=1 I 1 WINDOW 5CHEDULE mARK NJ z t II 1: 2844 5H ] 2: 1616 FIXED ACRYLIC BLOCK __._.. ._ 1) F;5c;1!W� to/ 4 ��� r p U YJjT � 3: 4010 OBSCURE GLA55 O GREAT Roots w 4: 2610 FIXED + _ I 5: 3050 5H �xC�r ? TILE t + r.. .4� 1 I + 6: EXISTING WINDOW5 4050 5H Da r' ) Inc. , 2 ' I ,G%D+2 0 ff, . 1� - O, � o - Ov 7 i �1 1B 6FA-)vt 41- r I { � ► +I � �o,ofi -� ._ I I I a�.}�. ��I��TI1Y aft✓r_I I1 � -�I.�� � jo o i - �( -}-., .� ep TOP I {I I I + t �oCzT►n�y a1= =�.r�`n �la ���>7 PLAN KEY MARK Q r � �-� _... __._ � I +� - � --•I �Lrr�. �—_ �__-_._. I . - 1 1: ATTIC 5TAIR5 �--- 2: DRYER Co � e-,W kI 11_1 C* ��s I 3: WASHER �C..Jd�c;��rrWl�d ,� �'I �" w ( s� 1�� II f 4: ROD & SHELF ` + 5: LAUNDRY 51NK IN BASE CABINET 6: H.W.H. 7: 36" HIGH VANITY w/POLMER MARBLE TOP w/RECESSED BOWL r C- LOC_IT E.1 1 i 6lLYff'�`"'l 8:• WHRILPOOL CORNER OVAL TUB ARBLE rds (FCM285) POLYMER Mf . t," p. �L :. .� (MANUFACTURE -- FLA. CUSTOM r �` n a � oMARBEL, INC.) 9: 5 5HELVE6 &O)\)e V G-:I :" [�T! �-, _ 10: NICHE (SEE INT, ELEVATION 2-3) 11: BAR SINK I L f 0 12:, CABINET w/KEG COOLER BY TOF r�w` D OWNER) Ck-. 13: 8x8 COLUMN 14: 36" FIREPLACE w/RA15ED o HEARTH 15: PUMP HOUSE (SEE ELEVATIONS) -' _ - - 16: SEAT TILE SHOWER FLOOR R PLAN GENERAL NOTE: NOTED DIMENSION TAKE PRECIDENCE OVER 5CALED DIM h4,&i0N Opt AREA TAI3lJLATI�N I~-{EA D 12 SPAN TA�LE AND BTU D5 DEMOLITION PLAN PE M MITI N NATES: MARK El SCALE- 'a~ = r-a~ '� Ar � ►.F1c4r�".;= EXISTING CONDITION 1639 SQ. FT. SCALE: '/�" - 1,'0" HEADER WINDOW/DOOR 2x4 JACK 2x4 FULL 1: REMOVE COMPRE55OR AND PAD. 6: REMOVE BRICK COLUMNS AND 5Yp #2 MAX OPENING STUDS HT STUDS :ADDITION 1229 5 FT 2: REMOVE CONCRETE PAD PLANTERS. KEEP ROOF INTACT NOTES: .P�` a " �TDTAL CONDITION: 286850. FT. 3; REMOVE GARAGE DOOR 7: REMOVE AIR HANDLER 1) TYPICAL HEADER SYP No. 2 UNLESS NOTED - 61 I�~''` : GF =Q�1.RAGE: 524 50. FT, 4: REMOVE BRICK AND SIDING 8: REMOVE ELECTRICAL PANEL (2) 2x8 3�_p" 1 2 ON PLANaY•. -•;af,; PORCH: 108 5Q. FT. @ GABLE TO SHEATING 9: REMOVE BRICK TO 3'-O" A.F.F. A " (2) 2x8 5'-0" 2 .2' s 2 NUMER OR JACK STUDS AND FULL HT. v ``� ' 'r. ~ 5: REMOVE PUMP HOUSE. KEEP 10: REMOVE EXISTING WINDOW IN 2 2x10 6'-0" 2 '" ) TOTAL UNDER ROOF: 3500 5Q. FT. CHRISTOPHER TING STRUCTURAL C. RAL ENGINEERS INC. ' �j �.6 Com' ; ELECTRIC, PUMP AND PIPES GARAGE AND RELOCATE @ NEW ( ) " 5TUD5 EACH 5IDE OF WALL OPENING, 2x4 CONSULTING STRUCTURAL UNGIN> ERS � THE DESIGN CERTIFICATION 1S 440 OSCEOLA AVENUE INTACT LOCATION AS PER PLAN (2) 2x12 8-0 2 5PF- No. 2, UNLE66 NOTED ON PLAN LIMITED TO WIND LOAD ANALYSIS AND JACKSONVILLE BEACH, FLORIDA STRUCTURAL DESIGN OrNLY FL PE NO.36820 y 1 r-x 1 S-r I �1 C �k r-�>:'r� a orw —3 dt ry —4. .= a � Ll REAR ELEVATION 14 - �p �v SCALE: �/4" = 1'-0" � �r d�4)c•rt I�tit. -�. t� 9 I[ . I�. l f ,. w I t t .. -- - _ F _-- - 4) - - _ _.� __ . l�x r� .t Yrs l i`�-�' < �W LEFT ELEVATION STRUCTURAL KEY MARK ( 147 ►� o SCALE: Y/4" = 1'-O" 1: 2 P5G STRAPS EACH SIDE: - 2: 1 PC 5;wco:pGPGx62G-rRAP EACH 51PE: OF OPENING 3: 2 PC5 S1aMICt } TI' ,�€' 4 ELEVATIONO KEY MAK O 5TRAP5FRIOM PORCH 13EAM TO rA 5ECTION 1: 1x FRItZE (MATCH EXISTING) 6x6 POST ((TYPICAL) 2: SOLDER PATTERN 4: 1 rc ae co-- w@6'-F M ~ I tqr wo 0 3: BRICK (MATCH EXISTING) 6x6P05T T'O FOUNDATION 4: 30 YEAR SHINGLE ROOF (TYPICAL) - -. 5: VENT(PAINT) 5: 3 PC5 �,�i;D lccr-p.T- Ada' STRAP5 'S I mp'50A) P46T-A 24• - 1"TR L Z r"'A'�I!6�` p 87 0,2. tr0do6r-a I~w1) s 6: 4 METAL DRIP OVER 1x FASCIA EACH 51DEi OF OVERHEAD DOOR X,teg'bfit,lh) Ar -c- (MATCH EXISTING) PAINT OPENING � oma _ 3 7: CRICKET @ NEW CHIMNEY - 8: 2x4 TRIM PAINT 9: 2x6 TRIM (PAINT) v �`J � oW 10: T-111 SIDING (MATCH EXISTING) f - 0 9��� �� PAINT II: EXISTING WINDOW — �,_ 12: 1x4 TRIM (SEE DETAIL 1-A4) �. �__ _._-. 13: HARDI PLANK (LAP PROFILE) I I _ �-r _ -_ --..- _.._�__ _..__ ._ _ _ `� 1 2 14: TRIM (MATCH EXISTING DETAILS) 15 ROWLOCK PATTERN 16: 6x6 P.T. 5YP NO. 2POST wl 1x8 WRAPED (SEE DETAIL 2-A4 1:1 D 17: 1x6 6A5E ANP CAPITAL (7�--�- LA 18: HARM PLANK (LAP PROFILE) �. _ ____ OVER 30L13 FELT OYER EXIaTING T-111 (TRIM TO MATCH �'�� L_-_. -1f_. —_ F: Ej -- ----- ---- _ _ --- EXISTING DETAILS t� r.tQ � - - D � � =�. r II =-1 SHUTTERS ( lI -_ W__._ __ fl Ar- El - -_- -__ _ C__ _ rr+ lu 9 sPi&t`��-tsv `tq J1 ��__ ` /)r��1I� i l 9.::. 1 yy; 'x9..1 P"d Sts I �..... - ' 1 IT �a 4.1�L../ \�/ /', r:Hr`- ,i @ �. ;.d 'C.J7"�?"•e P'"y r ✓ - O��L' 11 �.: J,' •r. ERONT ]ELEVATION SCALE: /a" 1'-O" U : FSG. 58024 g OF - a C.HRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEERS THE DESIGN ER` II*CCt�['�ION IS 440 OSCEOLA AVENUE LIMITED'T'O WIND LOAD ANALYSIS AND JACKSONVILLE BEACH, FLORIDA FL PE NO.36820 STRUCTURAL DESIGN ONLY r i M. w � BATH � MA5TER SEORM. Tv W.I.C. f GARAGE, Jammuori HALL I _ —t�- BEY/ -tfle- sD ,. ELECTRICAL LEGEND i t' NTRY dD IImY MPLEX RCPT- 6i" OKE DETECTOR I((Dl N.MER NDIG. NGT. AFF. O P1,61-1 5UTTCN IIDv 1 BIDE MIMPED o00o C 41Y-MO `-�' � �" Qb WEATHER PROICF CUTLET (p6PEA ER DINING RM. A wr ® IW FLOOR OUTLET 1NTERCZtl 6TATICNzz I10v CUTLET ON Gr�D INTEFdC0M PANEL - O FAULT CIRCUIT ® VOLUr-E GGNTROL - — -- -- — __ -� LL GAR GE DOOR OPETtER f TWO WAY bL1JITGN --_.— _.. _.-...- A - . --I U �_ _-_ < «� II \ w 1Lt �p DEDICATED OUTLET T, THREE 1114Y 5W17G1-1 \ I I� >I 1� I II � p � � ►1JUNCTIONe�x �, Fo(N uwY'ewrtC44 . eWITCH w.1 D1-MIR \ -_t_�___�__� 40 ExWAU9zT FAN II r - EXHAUST FANLIGHT t� BWITCN M DOOR JA 0k } C-EILWj NT'D OG"T Or CEILMG FAN PRE-WIRE z WALL MTV L 16PHT � FLOOD L 1Cs1-tT z Rt?CE06t?D LI[s+fr ===x FLUOF_BCENT FIXTURE C)7kYl lGsµT' C) 0 f�CEBD EYEpA1 L TUBE LIGHT H i (3) GREAT ROOM 01 O RECE86ED M016TURE '� _^ `,1 PRS L*14T �- _ �1 WALL 8CCNC:E C-EILM s FAN �_--�� _ . �'�I' �/4L I_ `LU d TELE PI-4CN1; CUTLET ' , TEL E F MODEM LINE CE I L MG FAA/0544T �_I l'�----- �r TE_EPWCN) FLOOR OUTLET f f i GABLE TV OUTLET TRACK L 6W _ ® THERMOBTAT KEYPAD �1 v, p � ELECTRICAL PLAN ELEc-rRIcaL NOTES MARK SCALE: ��/4" ; V-O" 1: TO EXISTING KITCHEN LLIGHT FIXTURE ; N TE; 2: MOPE EX15TING WY OLUTLET FOR WELL LOCATION OF ELECTRIC OUTLETS ARE A REFRE5ENTATION ONLY, OUTLETS WILL BE LOCATED FER LOCAL CODE z O a W L� s REVISIONS BY 2"x10" SYP No.2 SIMPSON A35 HURRICANE 1/2" CDX PLYWOOD ROOF SHEATHING. RIDGE BEAM CLIP, SEE UPLIFT FASTEN w/ 8d COMMON WIRE NAILS CONNECTOR SCHEDULE 12 FI 4" O.C.EDGE AND 4" O.C. 2"x8" SYP No.2 OVERFRAMING UPLIFT CONNECTOR AT SIMPSON SPH4 A7 2x4 BLOCKING AT ALL 3.5 FIELD. RAFTERS, SEE ROOF FRAMING TOP AND BOTTOM OF EACH STIUD TO HORIZONTAL JOINTS IN PRE--ENGINEERED WOOD ROOF PLAN EACH STUD, SEE SCHEDULE TOP PLATE WALL SHEATHING Ll TRUSSES @ 24" O.C., FASTEN 2 PCS SIMPSON CS16, 40" LONG TO DBL 2"x4" PLATE W/ 2pcs 12d TOE NAILS EACH SIDE OF EXTERIOR WALL FRAMING ° ° o o N BE OF FULL ROOF TRUSS ° 0 0 0 H GHT STUDS ° G G O O ° ° E H IDE OF '/2" CDX PLYWOOD SHEARWALL HURRICANE CLIPS PER UPLIFT < 2x6 SYP No.2 COLLAR TIES w/ 0 NIN , SEE SHEATHING NAILED TO STUDS PLAN R SCHEDULE w/ 8d COMMON WIRE @ 3" OC CONNECTOR SCHEDULE. 8- 12d NAILS EACH END, HEADER, SEEEDGE AND 6" OC FIELD SEE ROOF FRAMING PLAN PLANS A w NOTE: COLLAR TIE TO BE LOCATED '/2" CDX PLYWOOD EXTERIOR = SHEATHING NAILED TO STUDS „ � NO HIGHER THAN 2/3 THE TOTAL HEADER STRAPS TOP PLATE EL. +8 -1 RAFTER N HEIGHT OF THE RAFTER SEE UPLIFT SCHEDULE w/ 8d COMMON WIRE @ 3" OC SEE ARCH PLANS EDGE AND 6" OC FIELD (2)2x4 SYP #2 BEARING OVERFRAMING RAFTER ROUGH OPENING REAC ION ANTHOR U TOP PLATE 4 SEE ARCH ? wEACH END 05HEAALL DETAIL 1 pc SIMPSON SPH4 CLIP FROM DOUBLE CLIPS OR CRIPPLE SEGM NT AS ERS EDULE LLJ z o TOP PLATE TO STUD @ 16" O.C., SEE S-1 SCALE: NTS CLIPSHOLDOR AT STUDS = Z a UPLIFT CONNECTOR SCHEDULE '/ CDX PLYWOOD SHEATHING OVERFRAME W/ 2x8 SYP 2x4 SPF 2 STUDS @ 16" OC I- z w O 2 FOUNDATION, # w � -j NAILED w 8d COMMON WIRE No.2 RAFTERS @ 24" OC, DOUBLE STUD EACH END Q J z w Q / SEE SCHEDULE @ 3" OC EDGE AND 6" OC 1 W/ 2x6 SYP No.2 COLLAR � ¢ > :oo / CDX PLYWOOD OF SHEARWALL Of ¢ 2x4 SPF #2 STUDS @ 16" OC FIELD (FOR NAILING AT ROOF SHEATHING TIES W/ 8pcs-12d COMMON SIM SON S H4 AT 7) ¢ SHEARWALLS, SEE SCHEDULE. NAILS EACH END @ 24" OC. EA STU TO EXTERIOR WALL w/ 1/2" x10" U v J w o BO OM IP TE ANCHOR BOLTS @ 24" OC � 0 m z 0 FOR LOCATIONS OF SHEARWALLS, w 2x2x /� PLATE WASHER 0 1 ROW 8d 2"x10" SYP No.2 LEDGER, 1 �� � � c) w w SEE FLOOR PLANS) COMMON NAILS FASTEN LEDGER TO ROOFillE / W 0 -a a LATERAL SHEAR AHCHORS: DRILL Q o O �- 0 @ 3" OC THRU PLYWOOD DECK W/ -= x x x x x x = c� O z -, ¢ 2- 10x3 /2 DECK SCREWS FRAMING AND STRAPPING �.- __________... - __ _ _ ____ � � � # A7 TYPICAL WALL OPENING AND INSTALL /2 Ox8 WEDGE O _, d w W/ 1" DIA. WASHERS A7 EXPANSION ANCHORS w/2"O I___ :mm) v vwi EACH EXISTING TRUSS WASHERS @ 32" OCCK- z ¢ x PRE-ENGINEERED WOOD INTERSECTION 9 DETAIL ° ° 0 P ROOF TRUSSES ® 24" 1 c SIMPSON H2.5 S-1 SCALE: NTS U � 1pc SIMPSON SPH4 CLIP FROM, O.C. OR EXISTING W/ 8-8d COMMON NAILS INTERIOR SHEARWALL STUD TO SILL PLATE @ 16" O.C. I RAFTERS @ 24 O.C. FROM RAFTER TO LEDGER 00 OVER CONCRETE SLAB LEDGER DETAIL AT OVERFRAMING RAFTER 2x4 P.T. SYP #2 SILL PLATE FIRST SHEARWALL STUD w/ 1/2"0 x 10" ANCHOR DETAIL HEADER SPAN TABLE AND STUDS BOLT @ 24" OC w 5 NAILED TO EXTERIOR / HEADER BEAM WINDOW DOOR 2x4 JACK 2x4 FULL WALL FRAMING w/ IDE 2 x2 x /8 PLATE WASHERMAX OPENING STUDS HT STUDS ri0 DETAIL NAILS @ 8" OC EACH SIDE S-1 SCALE: 3/4 = l'-O" 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL (2)2x8 SYP NO.2 3;-0;; 1 2 S-1 SCALE: '/2" = 1'-0" EXTERIOR WALL FRAMING EXISTING 8 STEM WALL, (2)2x8 SYP N0.2 4 -0 1 3 AND SHEATHING VAPOR BARRIER ON COMPACTED FILL SEE FOUNDATION PLAN 3.5"x11.25" 2.0E 16'---0" 0.H. 3 5 PARALLAM PSL BEAM DOOR OPENING SECTION A- A T.O.S. EL.+ 0'-0" iv X_ X x x x x� SEE ARCH PLANS 24" MIN LAP 1) TYPICAL HEADER SYP No.2 UNLESS NOTED V} z -I -- -I W/ CONTINUOUS OTHERWISE ON PLAN O W —III I I III—_j 2) NUMBER OR JACK STUDS AND FULL HT SUDS V) FOOTING REINFORCING EACH SIDE OF WALL OPENING, 2x4 SPF No.2, UNLESS NOTED OTHERWISE ON PLAN. 0 ¢ 3"_C R 12" x 20" MONOLITHIC CONCRETE [] W EXISTING FOOTING 12"x20" MONOLITHIC FOOTING Q Q 0 FOOTING W/ 2-#5 CONTINUOUS SEE FOUNDATION PLAN Q AND STEMWALL Q DRILL 6" & EPDXY 2 PCS #5 x 2'-6" W TYPICAL WALL SECTION LONG INTO EXISTING FOOTING Q m ONE STORY FRAMING NEW FOOTING INTERSECTION WZ EXISTING Q Q O Z 1 WALL SECTION , TYPICALK�6 SECTION AT FOOTING ¢ 2x4 BLOCKING @ 2x4 SYP No.2 OUTLOOKER @ 24 O.C. ALIGN 0 W O S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: Y", 1'-0" UPLIFT CONNECTOR AT= ONE OUTLOOKER w EACH X-BRACE 4" CONCRETE SLAB ON GRADE TOP AND BOTTOM OF 2x4 BLOCK @ X-BRACE SHEATHING JOINT 4-12d 'TOE NAILS OR 2x4 BLOCK @ 8" O.C. z Z W/ 6x6 W1.4xW1.4 WWF OVER UPLIFT CONN. 2"x4" SPF #2 STUDS @ EACH STUD, SEE SCHEDULE ROOF SHEATHING (2 EA SIDE) 4--16d NAILS PER PLAN BLOCKING � O EXISTING NEW EMIL VAPOR BARRIER, OVER AT TOP & BOTTOM 16" OC, SEE PLAN 1 pc SIMPSON H2.5 TERMITE TREATED CLEAN OF STUDS, SEE SCHED. CO MPA TED FILL 2x4 SYP No.2 • ° • CIP PT PLATE 1/2"x10" ANCHOR BOLT AT EACH OU7LOOKER NU ER OF FULL HEIGHT 2x4 X-BRACE © 32" OC w/ I @ 48" O.C. 4-16d TOP CHORD OF " x ¢ SLAB ON GRADE, ST S E CH SIDE OF GABLE END TRUSS SEE PLAN 2x2x /8" WASHER OP INC, SEE PLAN (EXP. BOLT MAY OR CHE ULE I DROP 3 1/2" DRILL 6" AMD EPDXY HEADER, SEE 1- #4x1'-6" HORIZONTAL x x -x 4�--� X,4 X x PLANS 4--12d (2 ES) TOE NAILS I '/2" CDX PLYWOOD WALL SHEATHING DOWEL @ 24" OC (TYP) o : o EA. END, FROM BLOCK FASTENED w/ 8d COMMON WIRE NAILS ° HEADER STRAPS, TO TRUSS TOP CHORD 3-12d NAILS 12d 4" O.C. FROM @ 3" OC EDGE AND 6" OC FIELD NEW SLAB INTERSECTION W/ EXISTING 10"x20" THICKENED SEE UPLIFT SCHEDULE TYPICAL AT LATE L BRACE TO BRACE VERTICAL MEMBERS 1 -8 SLAB w/ 2-#5 CONT VERTICALS I BLOC BELOW OF GABLE END TRUSS PER 2 SECTION AT SLAB ROUGH OPENING SECTI SEE ARCH TRUSS MFR DETAILS SCALE: 3/4 = 1'-0" 7 ON [--2x4 ,S B 48" O.C. 1 pc SIMPSON MSTA24 @ 48" OC CLIPS OR CRIPPLE I IF VERT. NOT w/18-10d PRESENT S -1 SCALE: 3/4" = 1'-0" HOLDDOWN AT STUDS 4 -16d NAILS I BOTTOM CHORD OF FOUNDATION, GABLE END TRUSS UPLIFT CONN. SEE SCHEDULE i AT TOP & BOTTOM 2"x4" SPF #2 STUDS @ BRAWN 3/4" DEEP SAWCUT w/ SLAB ON GRADE, 16" OC, SEE PLAN 12d TOE NAILS @ 8" O.C. MLC ELASTOMERIC SEALANT SEE PLAN OF STUDS, SEE SCHED. °•°• FROM TRUSS BOTTOM CHORD » » CHECKED 2x4 SYP No.2 1/2 x10 ANCHOR BOLT TO DOUBLE TOP PLATE P.T. PLATE @ 32" OC w/ 2x4 BLOCKING @ 48" Q.(C. CCK DATE f4" STEP 2x2x1/8" WASHER CONT 2x4x8' #2 SYP BETWEEN GABLE AN1D (2) 2x6 SYP No.2 TOP PLATE 03/20/02 (EXPANSION BOLT NOT LATERAL BRACE @ 48 O.C. FIRST TRUSS SLAB ON GRADE, ( PERMITTED WITHIN 4" w/3--16d INTO EACH TRUSS 2x6 SPF #2 STUDS PER PLAN SCALE SEE PLAN OF SLAB DGE) FRAMING AND STRAPPING BOTTOM CHORD 1pc SIMPSON H2.5 @ 48" O.C. FROM ,,,�������+"l��,,, AS NOTED NOTE: SAWCUT CONCRETE SLAB WITHIN SLOPE _ 4 x--- -X BLOCK TO DBL TOP PLATE ,.''Ot� ..? _ : `''� �� JOB No. 4 TO 12 HOURS OF CONCRETE PLACEMENT AT INTERIOR BEARING WALL �;�"..��.:_;. A �� E02--044 T oxxx c }C •Ute, i d. '• '< .yam'- = �� SHEET ° ° ° ° PLATFORM FRAMING GABLE END ` ' •�` �,�. �_ : ::� o``' ' W SAWCUT SLAB, TYPICAL A 4 10"x20" THICKENED ..._ ._.. _._ ----•-- SLAB W 2-#5 CONT. - y "� f ^A~ 3 SECTION 8 SECTION / # 11 D E TA I L • � . � . r12 DETAIL ..... r� . �_l SCALE: 3/4" = 1'--0" �_l SCALE: 3/4" = 1'-0" �_l SCALE: NTS S-1 NTS ` . � ��'''� SHEET 1 of 3 1 EXAMPLE OF UNSUPPORTED (UNBLOCKED) UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: REVISIONS BY BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS REVD DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING ALTERNATE THREADED ROD BY SCHEDULE OR NOTES. MEMBER SUPPORT SIMPSON CONNECTOR CODE 2001. WIND DESIGN PER SECTION ASCE 7-98. LOCATED WITHIN WIND . . . BORNE DEBRIS REGION. DESIGNED AS "PARTIALLY ENCLOSED." CONNECTION SYSTEM • • ' ' ' ' ' " - ' " ' COMMON TRUSS: DBL TOP PLATE (2)MTS12 OR (1)H16 1. LIVE LOADS HEADER BEAM (2)MTS12 OR (1)H16 UNIFORM LIVE LOADS The contractor may utilize the all-thread uplift connection system in lieu of some INTERIOR BEARING WALL (2)MTS12 FLOOR 40 PSF of the light gauge metal connectors specified. GYPSUM BOARD ROOF 20 PSFOR PLYWOOD GABLE END TRUSS DBL TOP PLATE (1)MSTA24 @ 48" O.C. Uplift connectors from the various truss members, 2x4 outlookers, rafters, ridge , , • • , •• AND EACH END 2. BASIC WIND SPEED 120 MPH beam, roof beam support posts, porch framing, garage door headers, and door „ IMPORTANCE FACTOR 1.0 and window headers shall be installed in accordance with the Uplift Connector NAIL SPACING AT 2x4 OUTLOOKER GABLE END TRUSS (1)H2.5 EXPOSURE 'C' Schedule. SUPPORTED EDGEMEAN ROOF HEIGHT 15.0 FT S, EXAMPLE OF TYPICAL CONVENTIONAL 0 ERFRAMING: ROOF PITCH 3.5/12 39.8 DEGREES SEE NOTES OR SCHEDULE - PANEL EDGE w/ "ENCLOSED" ( ) All-Thread Uplift Connection_System OVERFRAMING RAFTER LEDGER 2)H2.5 INTERNAL PRESSURE COEFICIENT ENCLOSED BLOCKING WHERE RIDGE BEAM �1)A35 COMPONENT AND CLADDING +0.18/-0.18 REQUIRED BY The all-thread uplift connection system (ATUC) is composed of one M" diameter SCHEDULE OR (NOTE: INSTALL OVERFRA ING LEDGERBOARD TO EXISTING TRUSSES W/ 2 ROWS WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-2 36 ksi all-thread rod that runs the full vertical height of the wall, penetrating NOTES #12 x 33/4 ROOF GRIP S REWS W/ 1��6 WASHER AT EACH INTERSECTION) both the top and bottom plates, and grouted with Simpson Strong-Tie High Strength Epoxy into the slab with 10" embedment. Use a 9/16" drill bit for GREAT ROOM CONVENTIONAL FRAMING 3. ALLOWABLE UNIT STRESSES: late and concrete holes. The cast in lace %" diameter x 10" anchor bolts - SUDS, ROOF TRUSSES, A) CONCRETE -- DESIGN AS PER ACI 318 LATEST EDITION p p 2x12 RAFTER RIDGE BEAM (2)A35 U specified on structural sheet S-1, section 1 S-1, may be utilized in lieu of the OR FLOOR JOISTS SLAB ON GRADE f'c = 3000 PSI Z V) p / y DBL TOP PLATE (2)MTS12 drilled and epoxied threaded stud at the concrete slab. The top end of the ATUC CONVENTIONAL FOUNDATIONS f'c = 3000 PSI w is bound to the top plate with a 3" square, 1/" thick washer and a nut. The RIDGE BEAM KING POST (6)HTS24 MONOLITHIC FOUNDATIONS VC = 3000 PSI Ww z 0 o bottom plate is bound to the slab with a 1 X" round, 1/8" thick washer and nut. NAILING TO INTERMEDIATE SUPPORT POST (4)HTS24 ALL OTHER CONCRETE (U.N.O.) fc = 3000 PSI = 0 it The all-thread may be spliced with a coupler threaded onto the all-thread a SUPPORT IS 6" OC MAX, UON w D o minimum distance of %" at each end of the coupler. The coupler shall be rated NAILING PATTERN FOR SHEATHING SUPPORT POST FOUNDATION (1)HTT22 B) REINFORCING STEEL - ASTM A615 GRADE 60 Q � = LL- 0 N for allowable tension of 3,200 pounds under wind loading. The locations of ATUC ON ROOF, FLOOR AND SHEARWALLS � Q � ao within the above referenced structure shall be as follows: KING POST FOUNDATION (2)HTT22 C) WELDED WIRE FABRIC - ASTM A185 Q ¢ "7 1 DETAIL � � _jM Typical Wall Section 48 o.c. max S 2 SCALE: NTS FRONT PORCH D) SOIL BEARING (DESIGN MAX.) 2500 PSF ch v JLU w Lv cn J)_3 6- Minimum Minimum Quantity of ATUC Between Corners 2 pcs PORCH HEADER BEAM SUPPORT STUDS (2)MSTA24 E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 = ca 0 5 _, Along Straight Run of Continuous Bearing Wall 6"x6" POST 2 MSTA24 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE L1- z 0 o L,_ SHEARWALL SPECIFICATIONS WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION a � ¢ � Bearing Wall Ends(Not Including Shearwalls) 1pc within 3 SW-1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4" 6x6 POST FOUNDATION (1)ABU66 BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL U) � of end studs BE SPF NO. 2 (UNLESS NOTED OTHERWISE). z SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 3" 0 Header Framing 1 each side of opening within o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL INTERIOR BEARING WALLS v U HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT DBL TOP PLATE STUDS (1)SPH4 @ 16 oc F) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC 3" of full height studs EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH STUDS BOTTOM SILL PLATE (1)SPH4 © 16" oc TUBE STEEL COLUMNS - ASTM A46 BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY ALL OTHER STEEL ---- ASTM A36 Bottom Plate Splices Install W, 4" embedment 5/8"6x12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. '/2"6x10" THREADED STUD Redhead within 12 of splice, or '/2"6x8" WEDGE G) WELDING ELECTRODS - ASTM A-233 E-70XX. each side of splice. ATC SW--2 INSTALL T---111 SIDING OVER 2"x4" SPF#2 STUDS AND FASTEN EXPANSION ANCHOR may substitute for Redhead. WITH 8d COMMON WIRE NAILS U 4" o.c. EDGES AND 6" o.c. FIELD. w/ 2x2x'/a" WASHER 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL @ 32" OC FOR REINFORCING SHALL BE AS FOLLOWS: Shearwall All- Thread Connection System ONE PIECE SIMPSON HTT22 AT EACH END OF SHEARWALL EXTERIOR LOAD BEARING MALLS FOOTINGS 3" The shearwall all--thread uplift connection (SWATC) system. is composed of one SEGMENT. FASTEN THE HTT22 WITH 5/a"6x12" ANCHOR BOLT WITH DBL TOP PLATE STUDS (1)SPH4 0 16" oc SLAB ON GRADE CENTERED 5/8" diameter 36 ksi all--thread rod that runs the full vertical height of the wall, 32-16d COMMON WIRE NAILS. STUDS BOTTOM SILL PLATE (1)SPH4 ©» 16" oc 5. ALL. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE BOTTOM SILL PLATE FOUNDATION / 6 x 10 ANCHOR BOLT w/ TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS penetrating both the top and bottom plates, and grouted with Simpson 1 ,? „ SW_3 INSTALL /2 CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2 x2 x'/a PLATE WASHER AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD Strong-Tie High Strength Epoxy into the slab with 12" embedment. Use a „ 2 x4 SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ ® 24 OC SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING 11/1,6" drill bit for plate and concrete holes. The cast in place 5/8" diameter x 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT OF CONCRETE. 12" anchor bolts specified on structural sheet INSTALL ONE PIECE SIMPSON HTT22 AT S-2, shearwall specifications, may be utilized in lieu of the drilled and epoxied ALL HORIZONTAL JOINTS. HEADER TO 4'-0" JACK STUDS (1)MSTA24 EACH SIDE 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS threaded stud at the concrete slab.. The top end of the SWATC is bound to the EACH END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. HEADER 4'--0" TO 6'--0" JACK STUDS (2)MSTA24 EACH SIDE to late with a 3" square, FASTEN THE HTT22 TO THE INTERIOR CONCRETE SLAB WITH FOLLOWS: p p q i thick washer and a nut. The bottom plate is 5/8"6x12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. MASONRY 48 BAR DIAMETERS bound to the slab with a 1 %" round, 1/8" thick washer and nut. The all-thread CONCRETE 40 BAR DIAMETERS may be spliced with a coupler threaded onto the all-thread a minimum distance GARAGE DOOR HEADER SUPPORT STUDS (3)MSTA24 EACH SIDE (f) 0 w of 3/4" at each end of the coupler. The coupler shall be rated for allowable SW-4 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4" SUPPORT STUDS FOUNDATION (1)STHD14 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR tension of 4,500 pounds under wind loading. The locations of SWATC within the SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS © 3" UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. Q above referenced structure shall be as follows: o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL o HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT16 AT 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER it. " shearwall Ends 1pc within 3of end studs EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT16 WITH NOTES: MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING 0 0 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. COINSTRUCTION. Q ID 5/8"6x12" ANCHOR BOLT WITH 18-16d COMMON WIRE NAILS. 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. Miscellaneous W = 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 0 ANCHOR BOLT AND SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING [] w We recommend the existing installed /2 diameter anchor bolts that are not � INDICATES ONE PIECE SIMPSON HTT22 H2.5 10--8d HTT16 5/,,"0x12" utilized by the all-thread connection system receive a 2"x2%1/8" plate washer H16 12----10d 18-16d DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT < � °Q and hex nut at the bottom late. INDICATES ONE PIECE SIMPSON HTT16 A35 12-8dx1 '/2" s SHOWN ON STRUCTURAL DRAWINGS. 0 p a SPH4 10---8d HTT22 /8 "6x12" ANCHOR BOLT AND O O �- 32-16d 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Z Q Maintain a minimum edge distance of 2" from the outside edge of the embedded MTS12 14-10dx'/z _j g g INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE ABU66 5/,,"0x12" WEDGE EXPANSION RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, U) Q all-thread rod to the outside face of the 8" cmu stemwall. # WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH MSTA24 18- 10d HTS24 24-10dx'/2" ANCHOR AND 12-16d PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE SIDE MINIMUM. STHD14 38-16d CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR 0 W O The top plate shall be free of splits, checks, shakes, and wanes. THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN >_ NOTES: ACCORDANCE WITH THE CONTRACT DOCUMENTS. Z 1) SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. O 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 11. THE DESIGN OF THE PRE---ENGINEERED ROOF TRUSSES SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) CONNECTED WOOD TRUSSES, 1-113-91." FOR OTHER BRACING REQUIREMENTS, END ZONE = 6'-0" NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP AREA 10sf 20sf ,30sf 40sf 50sf DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION INTERIOR 36,9 --40.1 35.3 -38.4 34.3 --37.4 33.6 - 36.7 33.1 -36.2 ENDZONE 36,9 -49.4 35.3 -46.1 34.3 -44.2 33.6 ---42.8 33.1 -41.7 DRAWN MLC CHECKED CCK DATE 3/20/02 co SCALE r AS NOTED r JOB NO. ,,• Jpt1��I �. E02-044 SHEET 04 •mac ,•FJ:,�� '.. () •• ° t� N SHEET 2 OF 3 x'7M -•-V EXISTING 2"x4„ POST-3pcs 2"x4" SYP No.2 FRAMED WALLS STUDS w/ 1 pc SIMPSON HTT22 TO THE EXISTING FOUNDATION 1r------.--.--- _.._--- -.-_----------...._-- --------- .-.--------- _._._..---1 1 I r-----------------_._.---_... ----- --------_.---......- 1 I " EXISTING GABLE END TRUSS I I I I X X I , II II 2 II 11 I I , � I 11 F I I Ni-13 I , � I ' I NEW 5.25"x18.0" 2.0E I a I I PARALLAM RIDGE BEAM I I I ; , I II II N II , I II II II , I II � II II . 1 KING POST 6"x6" P.T. II II I . SYP NO.2 W 2pcs SIMPSON I , HTT22 TO NEW CUT-IN FOUND TION U 11 U „ II � I N ii j l I Ipcs I I w ¢ I (n STRAPS FROM RIDGE Ln 1 I rV RFAM ID KING POSTII ' m Ld Z @ E -- cj� 0 ii Ld it O ii LL ii L`" ii _Ld W Q Q I . LoLo co 1'7 I I CL ( j l I I N 1 1 N I -H I I I I �-I I I p 1 1 i i w � -i CD6� I I 1 1 I I Z L� O Ii it � li ii � ii ��•• II ' 00 = CO Q Ii XO II " cn U) II �LtjQQf`7 UUJm0 � 1 , I II Y 11 II ii Of O LLj Z it II X O x 11 B U J W WMcnJm ro1 1 = O j O N " ZpZLJi II it ii -I-I 0 cn � II II li 11 iI � U l i i i i i Z ¢j O II li ii 11 ii = U II ; I II II . I U I � II II , � II 11 11 I . II II 6 cs SIMPSON H S24 STRAPS FROM RIDGE BEAM TO KIND OST 1 , 11 ' 11 11 it If 11 If 1 4- - - -----""•...- -- --.-Tr--- .._....._..----------- -... -,....-----....__.._._ --- J I I L--.---- .-------.� T.- �.... �.-..�._. --- 1 KING POST-4pcs 2"x4" 2pc SIMPSON HTT22 TO PARALLAM RIDGE BEAM II NEW CUT-IN FOUNDATION II I , 0 EXISTING ROOF FRAMING PLAN MODIFIED ROOF FRAMING PLAN- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Q 00 2pcs SIMPSON A35 CLIP ANGLE FROM EACH NEW RAFTER TO NEW RIDGE BEAM Q 0 5.25"x18.0" 2.0E PARALLAM RIDGE SPLICE NEW 2"x12" SYP No.2 RAFTER m EXISTING PREENGINEERED EXISTING ROOF W Fr ROOF TRUSSES @ 24" O.C. SHEATHING BEAM TO EXISTING TRUSS W/ 2 ROWS 12d 0 0 a SPLICE NEW 2"x12" COMMON WIRE NAILS @ 12" O.C. Q L'- SYP No.2 RAFTER TO W EXISTING TRUSS W/ 2 _ry AFTER ALL ROOF FRAMING MODIFICATIONS L.. > w ROWS 12d COMMON y'� 1 L ARE COMPLETE, REFASTEN EXISTING ROOF 0 m WIRE NAILS @ 12" O.C. y�� PQ 4 SHEATHING W/ 8d COMMON WIRE NAILS @ 4 O.C. EDGES AND 6, O.C. FIELD 0 0 Or z V) Y�y� �� ADD 2pcs SIMPSON MTS12 FROM EXISTING 2" x4" - r�rr�rrr�r� �� _ NEW 2"x12" RAFTER TO EXISTING 0 W 0 FRAMED WAILLS 2"x4" WALL FRAMING (TYPICAL) f35'-0" - CUT OUT AND REMOVE BOTTOM CHORD AND 0 WEBS OF EXISTING TRUSS AFTER NILL ROOF V) t35'-0" MODIFICATIONS ARE COMPLETE _ X W EXISTING ROOF TRUSS ROOF TRUSS MODIFICATIONS [` NOTE: 1 SECTION 2 SECTION INSTALL TEMPORARY SHORING TO THE TOP CHORDS OF THE EXISTING TRUSSES PRIOR S-3 SCALE: 1/4" - 1'--f0" S--3 SCALE: 1/4" = 1'-0" TO INSTALLING THE NEW RIDGE BEAM DRAWN PRB CHECKED CCK DATE 3/20/02 SCALE AS NOTED JOB NO. E02-044 rn ' v` SHEET 1 O 3.. jZ- SHEET 3 OF 3 + i a .L!,l/E — -_ 0 8. .LFA - _ - --- - - j q I LC All G / ti/ Z EI , T le !J 20.0 of WA4 4.- I , + J. 1 I. f I __ ► i I -AlEr. JL40 -- 4" COA C,f2,c7E SLABS _ t4 I e, e, w.w.m, ' 100 ` ------- - --- I_ j 1 J — �dCE CJI' �'`- �• I S (pl� -- — W444 .4 j Q/� r•.r,a., r.. vof CITY Of PITI.ANTIi EEAC: 1 ' 1 p�!` �3ML-DI1 0 FIDE o, Date, �• ' r P20 PLC.2 7Y Z Jk16 APPROVED fec ral Contr mitte� LOT I r SE VA MA91HA WJ/7 "o � + � O C� F F' � .� /�/l l �,l f.� Z ;� �. �' P G Or ;� L A � � ��,�T o� �o v��tim��; c.or r', ........., •.� ��. �./..'..���...... 69crrati 9, 7'DWu H/D 2 601J7N, 12�1Q4E 24 E,q„5T, DATE:. /.. S C A 4 . �' lg�' a ! � v " oil vA1, C0lik7Y, PL0A?10 A (aooml 34, RA45 -514) IC qc) ;3ea ' 161(a ./"//,0 Wi I7.M, -� f•%Nil, %� 04 a #N7 _ � p n...•�. �.�t_'�-- � Y� .tea a• �_.. .. d PV/ a If G , /0/41 /V,N,At Z P[ r Nar /4/OPP�v G qof \1 _._.�.. ..__ ? PLY #,/ 7 777' c r/eq/ 31,,4,.;/',0 I I g " Ap TL/RN p WN i I I I � I W/ G A G W.N,44. I 0 Y E X K Alar McdPfG I E/r /w I 4 " c o n/c [ 4 d i ` d" pP. 7*,V env I W/ Cr X G - /d//D bYtY.VI. I I p O iV N -51d6 I orf R ? 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IVC-MOLd-riot.) r— A- 4- S�cp►-�D Ft.cxt�-.1 --Co l*vUNOA'T I011..>' P-AN / 5&,'-noto „�. ,d, --7 >~1 iz5"r r-taaat:C., r r..t 1 N GarLGoNJO Ft.ootZ F 1M►�� IRAN IL 0 0 © 0 ❑ O .. g 5�o►�.�0 �t.c�orz �2.a+t�t Ih-a� pI,AN 1 \ _ >� l -Loom ;2f.' le. 2 Ge ► DR, M1rx .J5G-rrZJ 6A L, rLAO rll�avwr 16)w • -� S"fIi.1C� GONG A p tj 1� NCit► ( I Beach— Planning and Z n g partment \ / LiNrx oF► Ovi This approval verifies ec InPliance with applicable _ I 'pap FLCUM, zoning, subdivision ; nd other local land / pGbi�ON development regulations but does not constitute ' approval for the Issuanc of permits. Compliance • I R, 1 with Florida Building Cod and all other applicable r local, State and Fed ra('Permitting requirements r.IG must be verified by nature of the City of Atlantic k I,11 1 I N� Beach Building O ial prior to the uance of a a , \ E`),t STI / Building Permit. / 'T-0fZ�er4-W-k./ Approved om eve opmen re Date- ­ - �. RECE1 " .[ a}',i f'"�� t` I L �/A��I�OI`� C°3. t ��► - C'Iy of Atlantic Beach G! in j aril Lolling -- �� 00 Q Lazo Designs* In leo�L4 "''"Q`;..' Plata Services r1ti....__.- NO : a Phone/ Fax: 904 99201$ tV Addition and Remodeling to the Residence of H ACL 614-.99 Mr. a60 Mrs. Andrew Young / r � ��COO � I U� © SCALE: VArur! APPROVED BY: DRAWN BY: � ) I ' `rC�'}"Arl► I,g]�� ,rp+ 64,lar, DATE: p� REVISED: Nr3W �►atl"�'tdt� 5� � I�3G�✓.�-7 Sq, > 1640 dee Oates Drive IZ- Nor Co"Oiri•oPI&V 51 D,o'7 5.i�t Atlantic Beach, Florida :.. r"""►t °. �.+V1�l�iT'PrALO DRAWING NUMBER F r . ��,�, I .71--! r•ibw a>�r� i�-1�► �,R13.�$ ��y� ��� _-�3 - These drawings-are not I be reprt7d�ICe� ,: without the approvAl of Lazo De9lgns, 04 T_ 1�7 II � I I I I I� I I II iio I I 11 I I � 17!J I I I { f I I I I I ® tze►,(DUd e_�,(_<no4o E�+- rc2t C..A i,, ACL, r t1'L)INa;,Gj UNIr I ® FJ<-)ViLav6 epw oI x)(" p0 Kat4 0fjIr I I1 ° I Pe--mQv&-, -e'ocp { ( I J= I FDAE tion and Remod#)ing to the Residence of- Mr. and Mrs. Andrew Young �L�+l' APPROVED BY: DRAWN BY: ' � 8I REVISED: -ETEJ Lazo.Desiszns, lnc. {--�} Sea Oates Drive Plan Services ' tic Beach, Florida IN �� t DRAWING NUMBER ®V� Phone/ Fax: 904-993-7`?$1l`� � These drawings are not to bexeprodNced,.: —4thn10+hp annrnual r%f I e.n niuciane Inn Lo pl-r Ell w ► u d f 7 AW "117 :u71LA \3o I E M ►-' 5TN D 4 Ar 15(1 n � � -� " s�nE ��ovenwra �A opal*' -- � _ _ _ -- 1 - t t N �tr`t�-tdYL- /\ F-+T�CLI tz 13a4 F-�G. tJ r*>c .�al.t. t,�at►V 3 CAI truly L-01 PAM 01011� No,2 �ri,os Lt U lc�• c XG PT .1Yr. WCt2 POST �• STvps w/7. rc,s. slMr oP NTz.'L !Ln s tU --- 2X� � F Nps �. �T f14'i• iO4b. WC, � 2,rGS .S1Mgso� s"r►+D 1`�» ._.. ...,. ,.�.. © ,f' 1515-3 �Mrt4 STrrs I N t tZ SN tzWAu.- S1MtAsoN WrT 22. (2� NE`►1I�Yu�N"T� 21 r�4- I r CA$Z4 OC- 41 O I s'mreOQ 4 f(22 I rXt5TI N 6- -ro r2EMp1 TL* !�AME yry Addition and Remodeling to the Residence of Mr. and Mrs. Andrew Young SCALE: l�^ u APPROVED BY: DRAWN BY: DATE: QJ/_//`fo'� Q� REVISED: 000 -Lazo Designs. lnc. "'� 0 Q 1640 Sea Oates Drive [Tail Services Atlantic Beach, Florida D ojo] : DRAWING NUMBER A- y Phone/ Fax: 904-992.7281 ;j- ZZ 0_7 I(D4D ��a b � �p These drawings are not to be reproduced. without the approval.of Lazo Designs,Inc...;. I pe AU roc. Aev �VraAU 40T. rp-t Top e>p rzoQie 6Lr-VA-Tio +23"C>U 4..a G s L 4 2p 4- �s 5►>��-' � ra r Ps w�NAQw -rop ofr- r'-^-m ft® 0 N l��t,l r1 t PLACE �4/Z j ape At M 6r 5 rt � S STA z 4• ' T► PuLlu warn r gruo!; cD 12llo.G w1-4+�izpl P°i t.�l�• If�ItJC� _ --- , . _ _-____-- _ �---___..__.._. _. - ��t.sTtti.►C�, �t�•sr Ft-oafs, -Tz�� �.�►7� �TRAr FROM �. I •I TM 1 1► ►f'so z 2F�t�, LV I. STOW 1'� l+lsaST L.V►. s-riJO �T`1 P1CA4)i d M SS•4�4�aTR�►P oQ • / 1 �`� --Pr+�+Y_W tw�w s �A�tJ p►�WM� W' Lx(o �'�f:Wo,Z SN���' BIIoG . F - - Ta tfl.�"rca-4 ��lsTlt.� X11-.1• �I..oO�. ' • N M fav 2 s . �al'+i So A? 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Pampa ►►6 � 'C�F.?' N 2jajL&=9WX;L7,1 7171 TA x xo Addition,and Remodeling to the Residence of Mr. and Mrs. Andrew Young i w iPQc)v`w b meZT W �P� SCALE: (/ N APPROVED BY: DRAWN 8Y: _�. r:-I CZ•. A :' ��`t ` p �rr�t.7 V � I ��i`�. �,. ❑ Designs. REVISED: rp� o LazotnC/411 - — - - - - '` 1640 Sea Oates Drive , Plan Scrvlces Atlantic Beach, Florida nn ' DRAWINO NUMBER Phoned Pax: 904=9 2-7?$l ���I L� .C� ��lT`7 L �" Z �7 These drawings are not to be reproduced without the at of Lazo Demimsanc. _ __ - - - -- Y2 uG�x �.�c,ve� �W�-•ri..►� �� ��s�t� cu 6,W 0.G % A tJ c VWµ. 5 3, 5 tit t-1 f-00 M SrA►z 4 rS 1 F. i L.A .�N t K1a Lre. D N50 v � �._Lam' w" Tvn�� . 5-. - ..._.._____�.�____-- _ ------------------_�._._-----�.. ----_-__--• -___ ___-_-__-- 3z o,sr c. . R nN µt�a� v�atz. apta�+►,�� - .�D - � ca trl'���,I. F:b•� e•R � �I���S (Iv 4�UL�rTt�1� ti �1 U ______ —___.__- -- -av►r��a+.a�a�atNV ----- ____ _ __ _w____ - _ _� �. 1 r, rA,56t A► 41 --- - - - wIN, \ L 1�TUS t .. 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TE Addition and Remodeling to the Resiidence of Mr. and Mrs. Andrew Young h u SCALE: APPROVED BY: DRAWN BY: f,. Cp. P.T. e5v-f e.pD.2 Po-5r w' I rC, (.. . gat mre,90 A sU 4,(. r"•r 00,W AW-mox- DATE: REVISED: I/ ('r`jeteAt. 2- l-04A-nCPS) ❑ LazoDesigns. Inc. t 03 DZ _ A •- - 1640 Sea Oates Drive I nil C= Plan Services Atlantic Beach, Florida t :�► E DRAWING NUMBER -Phone/ Fax: 904-992-7281 ECS �� ��6,� ,`-'t-- -2207 a These drawings are not to.b�tsprpucec{ without the awroval of Lazo Desi''ans.1nc. [44:GUA1JU Ww`� i#GXZ�-loN It�rcZd CoNr.2a�1"� 7!W[. L41 Z �r Gv► ] I►oG , 5l t�( vN �T I�Q I Q- (� • [' tom, itve a -�Pger N�av v► GN Ta:E�t�T1r.�c.. pc�o�7r T I0V VQZTU�- r�oW194. w�.tv,1 t�c� INm �Tlac per. ra e tlPt �` a,,TcA ,W1xp ./WTeM69y-1 'too A-PJOAll � ' a o • • - __._ �� _._.. .—,... _. �'IIG • ��'C"[© SI.�P.� W/ � �' r _..._., .._,..F �.,.......... ._._. _,_. ,..._ ..�. 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VAror f'�AI�2t� n►.a W�t.l- 2x� �SYI�•No �- Irian v,IN`( �f , I I-•1n�a�J 1 -F'�-�u IC ra 1�I N G. -2 XCa �F N I t�,WGU'r �p I till � :qtr `. � ► � � I � � V�u x woop �t�AT'NIn1G x-13 .,�GZ�(��� 1 ( t t t~ASTE LAa� G WGtJT .lDlt�r _ 2 .-tc� t �x 31-�1x It-out colaca Silo a e, S QED &,� d,c 21 5 tao,z. ropTl� w�4- 05. r--& wAY �16t10 N i-r 1012 v e�. 3i� 4r�►z of r en.,evv r�, _ 1 wAY. g ( I - -_-_.__ M t.p I z x s o µo 00 la Tp I C, 6VOC -Te r-9.G"Ir.IL Wl PyWCAo:..I.1W4Ex w/ 2 ! b" t7Rt1�t, n fwd epo?-f 1 -1*4 x i-�� -Tjz�u s<.C-5 I I F10121 rA�. row �a."�,c , � . ._. �Et: r-ZZAMrN� f'LAP 4t -� o r M . y►N4 at( t.oc.��('►orJ x G� � vJ G r kNo I*MWe I -J)c 1I_4,ll v-- / 2Jix 2.9XAS- VAd;fA 17- 5� TIDN OF GoNc¢�T� ryL/lpj. r►�sr�-l- ti,. rn�.�.._. ;�:'�,���.:�.��, � � N W Z.1-Lou X 110" 0 GcaNG�� �' TI NL• LA! ; 5 OA• WAS 2oH1 - c 2 Addition and Remodeling to the Residlence of Mr. and Mrs. Andrew Young 'I SCALE: VA1711[ ( APPROVED BY: DRAWN BY: PAT DATE: REVISED: �.Q Lazo Deshms. 111:. 03.164-Ap 0 Sea Sea Oates Drive Plan Services Atlantic Beach, Florida . ADED E. . DRAWING NUMBER Phone/ Fax: 904-993-7381 ��pLl[� �C;CX �C�1 `��� A 2ZO�7 These drr. Ings are nat'tg be�repraduced without th .approval of Lazo Designs.:Inc,, l H H 00,2 SLAPS =l��w x 1lcu trSt- T�►.�t3Ere.s�Nv 500 T. :t_ K ll,a� t��l/.acwtp.�� 1E.► -P Ywe9.i }s.oaL 'OzOssEs . Ffsrl OJJ Arf ?M. ?MbkR-'PCf o� wA" M L, f4tP ft 5 -IZ.d co0%3 wIR6 WA-4t-5- C-1- 4,OG ►PG. SiMpS rt- z 3.5 a t "� rs FL AQ.►v TAPS.. Tl�w 5 Ir C Z iG t'� Q 2u G,u 5't P• fX-Z VLAPI-M95- e floit4/C 5- tIt t;,APMM ' ' t W/2"xv i��•ND. G t►�I�G. .11c�ist"�1 t�t'o,�, stN+II.A,Z. Q'r"�itG olrLP+ "Q OZ- H4 CandaS 24 .G �- ' B' i►->rs Ne rzeD U5S Q 4uD. t tl r r f���� , sl 1,-4 r5op -rH•A� 4 2 2 4�. zxIP rix .z s up$_ x� 10,T, p,µp. � Av.wsT7'-5( - - 14n►J 2 14 ,fa:b P-1040 RTb V- c,ofir►rJ%00 WIrz6 PAtL'ey L I pcn roe, " r->" USE" s1. �M _ G �� P.h-sa.2 Pxr t' 3 r4cS , 2x4 srF ua2 4YuQe2- 5u porL-t To f MO&C P'VA" _ 2x4 {U HT y A-r P.�CA" tF-1►-Y� NsTt -l. z21A4 4,0frPW- z r.APN-S 3_ pry'•-zxG, yr r^ No.'L f ji PS - - -_ �� ac'-p.�fzA�f►aCm k 4 ptrr� 5;'rtucTu Rp,L AT Pi&wt 'rvu T• , ' QA Xd l� 2X4 �K�l.1�NT Q A _._ JL i 3 rd-e,. -a�K4" 1aYio 00,1- .0Teav5 A-r r:I I&& Fm►A epo prowr Von,.,- � .addition anti Remodeling to the Residence of Mr. and Mrs. Andrew Young SCALE: APPROVED BY: DRAWN BY: C 7 � 1 1:1 El DATE: ) �L REVISED: Lazo Designs, Inc. C�'f` 1640 Sea Oates Drive -�0.0 Plan Services Atlantic Beach, Florida *C J 0 0. DRAWING NUMBER Phoney Fax: 904-992-7281 SOLI SeC� �i'c�� �. __7 These drawings are not to be reproduced. without the annroval of Fain ne-la ne' fnr.,..1 (1 11 /I t-!�.1�A l.l� Z X 4 �'f P. IJO.Z Cv�vy t�E �D X—p5�.'AGt►.J� ST►W41rv2A� sotz S - z r 4 ti ~-r �p 121, ti 10 4 1 F3A6LOM rr-A"FG w/2 x L. 5�°• t b Z t7�LLJ05 Ca u I it - N' s%f f, No,2 1 Y il.51 cx_-n N j5pl ,;;DjL I W ALL PLS ZX 10 [Atlantic dition and Remodeling; to the Residence of , and Mrs. Andrew Young : A,rJ�•� APPROVED BY: DRAWN BY: I I KrtGa ,V b� Q3 Q z REVISED: W C�C7 Lazo Designs. Inc. n 0 Sea Dates Drive flan Services Beach, Floridal�J DRAWINQ NUMBER mRan Phare/ Fax: 9Q4-993-7381 1&4C) Sc-,-cv CJC-T`5 DD- A-6 szo7 These"drawings are not to be reproduced .... - urithnnr thw nnnrnval of i wrn Tlacinna Mn . -tow A/c, u ul T pap s I fif ? El 3 w 4 kTT le, 'fl / q N� 64-S C3 A _ : o o I 1 11wp . �� i��r~�i f � ��trr�l�►� 1 0 601 iadUPat.C: vcJrl.C;� 0 Lj FE and Remodeling to the Residence of Mr. Irs_Andrew Young APPROVED BY: DRAWN BY:/L�+u REVI8EQ:N❑ E] Lazo Designs, Inc. �� 0U00 Oates Drive Plan Services each, Florida01❑0 DRAWING NUMBER Phone/ Fax: 904-99?-7281IGL40 Sq—,a CCS-Vs S•' -MC)l A - These drawings are not to be'reproduced without the avoroval'ofLazo'Designs, Inc. D L__ WAS F>VZACA48T r-t?crurzr= / a r 1-416,14 1-4-r G 61 L 1►...+C. FI x'U17 8 6pavoms U'Arr) �- �--- -----I _____ �. . _. 'e'a Jif-�TloN E 10 � -ro mo-r - ��lJ1JLG�(lvt.� I.l��t-� ►►� f1p + t� CC1WNlo WCo4T/C�14AV5T FAQ-- VNt-r 3WA- oG&tQ SVJl TC44 pAiZAr1e POO2 a •4-to� d ►3uT►a1..► El Q Tv COOCFU�e 1A6A4- ., pyo J AK� �._... a Q TPS TIS i-Additi6n anti Remodeling to the Residence of - Mr. and Mrs. Andrew Young I SCALE: /}N APPROVED BY: DRAWN BY: DATE: d 03 Q Z REVISED: D❑ Lazo Designs, Inc. MOOD 1640,$ea pates Drive Plan Ser.-ices Atfantic,Beach, Florida �. .,� DRAWING NUMBER Phonci "rax: 904-99?-7?$l These drawings are not to be reproduced,": without the atipraval of Lazo Desi&ns. Ina i x REVISIONS BY '/2" CDX PLYWOOD ROOF .SHEATHING: '/2" CDX PLYWOOD ROOF SHEATHING. „ J.- .FASTEN' w/` 8d .COMMON. WIRE , NAILS FASTEN w/ 8d COMMON WIRE NAILS UPLIFT CONNECTOR AT UPLIFT CONNECTOR AT 12 ®.:4':' .00;EDGE .AND' 4" 0.-C. 12 @ 4" O.C.EDGE AND 4" O.C. TOP AND BOTTOM OF TOP AND BOTTOM OF 4 FIELD-. 4 FIELD. EACH STUD, SEE SCHEDULE EACH STUD, SEE SCHEDULE PREF-ENGINEERED . WOOD ROOFPRE -ENGINEERED WOOD ROOF . :.,. TRUSSES `® 24" O..C.,-- FASTEN. TRUSSES ® 24" O.C., FASTEN TO DBL' 2"x6" PLATE W/ 2pcs TO DBL 2"x4" PLATE W/ 2pcs N BE OF FULL 1.2d TOE NAILS EACH SIDE OF 12d TOE NAILS EACH SIDE OF H GHT STUDS NUI i ER OF FULL ' ROOF. TR -USS ROOF TRUSS E H SIDE OF HEI HT E TUDS EACH 0NIN , SEE SID OFOPENING, P N R SCHEDULE SE PLA OR .HURRICANE CLIPS PER UPLIFT HURRICANE CLIPS PER UPLIFT HEADER, SEE HEADER, SEE SC DUL : CONNECTOR SCHEDULE.. CONNECTOR SCHEDULE. PLANS PLANS HEADER STRAPS, HEADER STRAPS, SEE UPLIFT SCHEDULE SEE UPLIFT SCHEDULE TOP OF PLATE EL. +18'-43/4" TOP PLATE EL. +8'-O" SEE ARCH PLANS SEE ARCH PLANS ROUGH OPENING ROUGH OPENING (2)2x4 SYP #2-------' SEE ARCH SEE ARCH (2)2"x6" SYP No..2 TOP PLATE. TOP PLATE • CLIPS OR CRIPPLE CLIPS OR CRIPPLE ` 1 pc SIMPSON SPH6 CLIP FROM DOUBLE HOLDDOWN AT STUDS HOLDDOWN AT STUDS TOP PLATE TO STUD; CaD. 16" Q.C. 1pc SIMPSON SPH4 CLIP FROM DOUBLE 7/le" OSB WALL SHEATHING SES UPLIFT CONNECTOR 'SCHEDULE TOP PLATE TO STUD ® 16 O.C. FASTEN w/ 8d COMMON WIRE FOUNDATION, FOUNDATION, U - SEE UPLIFT CONNECTOR SCHEDULE NAIL ® 3" OC EDGE AND 6" OC SEE SCHEDULE SEE SCHEDULE Z ' 2"x6" SPF ..#2 STUDS 16" O.C. FIELD (FOR NAILING AT w Q 2x4 SPF STUDS ® 16 OC SHEARWALLS, SEE SCHEDULE. W Z #2 FOR LOCATIONS OF SHEARWALLS, w D o 0 2"x6" SYP No,2 BOTTOM PLATE '/i�" OSB WALL SHEATHING SEE FLOOR PLANS) FASTEN w/ 8d COMMON WIRE: o Y ¢ � =00 to - NAIL ® 3" OC EDGE AND 6" OC 3/4." T&G--PLYWOOD,. GLUE .AND ..; FIELD FOR NAILING AT = FRAMING AND STRAPPING QUM ( �' FRAMING AND STRAPPING v � -JWo FASTEN W/ 1Od COMMON WIRE SHEARWALLS, SEE SCHEDULE. Q °D FOR LOCATIONS OF SHEARWAILLS < AT TYPICAL WALL OPENING UJ w z NAILS 0 4 O.C. EDGES AND w AT INTERIOR BEARING WALL w �, U _j a 0 6" O.C. FIELD- I SEE FLOOR PLANS) w 0!> 6 DETAIL 9 DETAIL 0- z07- � d 16" SYSTEM 42 PRE-ENGINEERED FLOOR TRUSSES ® 24" O,C. ¢ S�-1 SCALE: NTS S-1 SCALE: NTS `f v TOP OF PLY DECK EL. +91'-43/4" (n Z ' SEE ARCH PLANS 1pc SIMPSON SPH4 CLIP FROM, ; FIRST LEVEL HEADER SPAN TABLE AND STUDS SECOND LEVEL HEADER SPAN TABLE AND STUDS I STUD TO SILL PLATE ® 16 O.C. _ 2x4 P.T. SYP #2 SILL PLATE 00 HEADER BEAM WINDOW/DOOR 2x4/2x6 JACK 2x4/2x6 FULL HEADER BEAM WINDOW/DOOR 2x6 JACK 2x6 FULL r : I w/ '/2"� x 10" ANCHOR MAX OPENING STUDS HT STUDS MAX OPENING STUDS HT STUDS r _ +8, 0,r, 24rr 0 3' 0>, 3r 0„ L . - - - L - S ARCH PLANS 2" 2" / "TPL TE WASHER 4'-0" 1 O SYP NO 2 4'-0" 1 2 6 2 2 6 TOP OF PLATE EL. C w/ 2 2x10 SYP NO 2 1- 2x4 2--- 2x4 2 2x10 SYP NO 2 1 2x6 2-- 2x6 EE AN x x e 2 2x10 SYP N0.2 -- 1-- 2x4 2--- 2x4 �- 2. 2''x6 SYP No.•2� TOP PLATE 2 2x10 SYP NO.2 5'-0" 2-- 2x4 3- 2x4 (2)2x x x O 4" CONCRETE SLAB ON GRADE w3 2x10 SYP N0.2 7'--0" 2- 2x6 3•--- 2x6 .,1 pc SIMPSON CS16 FROM . / %x1O SYP NO.2 6'--0" 2-- 2x4 4- 2x42nd LEVEL TO 1 st LEVEL WWF 6x6 W1.4xW1.4 OVER 6 MIL x12 SYP NO.2 7'-0" 2- 2x6 3- 2x6 t'% TYPICAL HEADER SYP No.2 UNLESS NOTED STUDS @ 32", O.C: VAPOR BARRIER ON COMPACTED FILL 3.5"x11.25" 2.0E 16'-0" O.H. 2- 2x6 4- 2x6 OTHERWISE ON PLAN PARALLAM PSL BEAM DOOR OPENING 2) NUMBER OR JACK STUDS AND FULL HT STUDS W T.0.5. EL.+ 0'-0" EACH SIDE OF WALL OPENING, 2x4/2x6 SPF 2 x6 SPF' #2 STUDS ® 16 = O.C, x x x x x x SEE ARCH PLANS No.2, UNLESS NOTED OTHERWISE ON PLAN. '/1 " OSB WALL SHEATHING ,� 1pc SIMPSON SPH4 `CLfP; FROM; FASTEN w/ 8d COMMON WIRE: -III—III o0 STUD. ,TO SILL PLATE 9 16" 0 C. NAIL. 0. 3" OC EDGE AND 6" OCI�I I I FIELD (FOR NAILING AT I II v 2"x6" -P'-Tl SYP No.2 SILL. PLATE W/ SHEARWALLS, SEE SCHEDULE. ' •'/z"0x10'.'_ ANCHOR. BOLT.®- 24"`-O.C. - FOR LOCATIONS .OF- SHEARWALLLS, �.. W/ 2x2x'/$" PLATE ._WASHER SEE FLOOR PLANS) 3" C R 12" x 20" MONOLITHIC CONCRETE FOOTING W/ 2-#5 CONTINUOUS W 4" CONCRETE- ,SLAB. .ON GRADE. w/ 1 Ott �..... WWF 6x6 W1.4xW1.4 OVER 6 MIL, VAPOR BARRIER ON COMPACTED FILL UPLIFT CONN. [] Q 3 TYPICAL WALL SECTION AT TOP & BOTTOM 2x4 SPF #2 STUDS CSA Q (� o ` T.O.S. EL.+ 0'--0 ONE STORY FRAMING 8» CMU STEMWALL, OF STUDS, SEE SCHED. 16 OC, SEE PLAN 0 0 VERTICAL REINF., x x- --x x X---� SES ARCH PLANS SEE PALN SEE PLAN 2"x4" SYP No.2 PT PLATE 1 rr rr _ 8" CMU STEM WALL w/ 3 WALL SECTION , TYPICALSLAB ON GRADE, ®23x2 0OC w�OR BOLTZ }- " Q _I #5 DOWEL ® 48 ..00 I=I L'Fl II=I I.�. ., ., '/,," WASHER Q �/ m ---� w/ STD HOOK, FILL S-1 SCALE: 3/4 = 1'-0" 25 MIN LAP SEE PLAN 2x2x ALL CELLS SOLID. 4" CONCRETE TOPPING W/ CONTINUOUS (EXP. BOLT MAY O F a S" ,r a,+ir' ( I-- BEND DOWEL OVER ,�.; �, (� z -I I (—I'I ) SLAB W/ 6x6 W1.4xW1.4 rl , , x�.x x ¢ r 111= TO EXISTING CONCRETE WWF OVER 6MIL VAPOR ,,i; , , FOOTING REINFOR CING n 4 J IN SLAB AND LAP � 10"x20" CONTINUOUS 25" MINIMUM SLAB ON GRADE BARRIER x '611 CONCRETE FOOTING W . .`: O a 2�#5 'CONTINUOUS �- FOOTING & REINF., r >r �, _j 0 0 EXISTING FOOTING 1 _g 10"x20 THICKENED . AND STEMWALL SEE PLAN EXISTING 4" CONCRETE SLAB w/ 2-#5 CONT Q 3" LAR r f -:;�:: DRILL 6 & EPDXY 2 PCS 5x2 -6 .•;, ri » # r rr SLAB ON GRADE Z �- 1' HORIZONTAL DOWEL INTO EXISTING FOOTING DRILL 6" AMD EPDXY Q EXISTING THICKENED `r 1- 4x1'-6" HORIZONTAL NEW FOOTING INTERSECTION W EXISTING NEW FOOTING AT INTERIOR BEARING ,. . .-. TYPICAL' 'WALL SECTION # r< RECEIVE&SLAB DOWEL ® 24 OC (TYP) TWO STORY 'FRAMING 7 SECTION AT FOOTING* 10 SECTION ,,, Q NEW SLAB INTERSECTION W,l EXISTING SLAB s--1 SCALE: 3/4" - 1'-0" s-1 SCALE: 3/4" - 1'--�0" JUN 2 � ^��� 0 City of Atlantic Beach __j 1 WALL SECTION-, TYPICAL A SECTION A SLAB B� ldin and Zoning S-1 SCALE:: /4 1'-0" 4 » UPLIFT CONN. 6"x6" SYP No.2 POST 2"x4" SPF 2 STUDS S-1 SCALE: 3/4" = 1'-0" ® BEAM BEARING, SEE AT TOP & BOTTOM 16" OC, SEE PLAN PLAN FOR LOCATION (OF STUDS, SEE SCHED. EXISTING 8" STEM WALL, 2pc SIMPSON STHD14 2x4 SYP No.2 '/2"x`10" ANCHOR BOLT SEE FOUNDATION PLAN P.T. PLATE ® 32 OC w/ 2x2x'/e" WASHER 3/ _ EXISTING 4" CONCRETE 4 DEEP SAWCUT w:/ SLAB ON GRADE; f8" STEP (EXPANSION BOLT NOT ELASTOMERIC SEALANT SEE PLAN SLAB ON GRADE PERMITTED WITHIN 4" SLAB F AB EDGE) ON GRADE, O L E) 24" MIN LAP 4r >, 7 ` , ,;z, SEE PLAN X . DRAWN - W/ CONTINUOUS k _ o � APPROVED PRB a CITY,, OF ATLANTIC BEACH rr ---- x- -- FOOTING REINFORCING ',' �_. 4 _ 4_a __ v F , Qu,L,[ INo OFFICE CHECKED a o " CCK 1-#5 CONTINUOUS JUN ATE NOTE:. -*SAWCUT, CONCRETE SLAB:.WITHIN 3'-6"x3'-6"x1'-0"d 0625/02 OURS OF CONCRETE PLACEMENT E 12"x20" MONOLITHIC FOOTING FOOTING / 4-# 3'-fi" SAWCUT AND REMOVE SCALE CUT--IN CONCRETE 4 TO 12 H EXISTING FOOTING AND STEMWALL SEE FOUNDATION PLAN W 5 AS NOTED EACH WAY. SEE ARCH 3 -0 x3 -6 SECTION OF SAWCUT; SLAB, TYPICAL DRILL 6" & EPDXY 2 PCS #5 x 2'--6" PLANS EXISTING CONCRETE JOB NO. LONG INTO EXISTING FOOTING �rOp}t f3 e E02--044 � . . SECTION " w �' ;• ., .,.,• r' SHEET NEW FOOTING INTERSECTION W EXISTING NEW CUT---IN FOOTING NEW FOOTING AT INTERIOR BEARING ��•' `' f' ' `' '� o S-1. SCALE: ...3/4 1 _O t" N N SECTION AT FOOTING SECTION SECTION - `.' -z p t - S - 1 5 8 11 � �..-� :� � r. � • w r - rr r rr » — , rr '� J S--1 SCALE: 3/4 - 1 --0 S-1 SCALE: 3/4„ w 1>_0>, 5-1 SCALE: 3/4 1'-0' SHEET 1 OF 3 fCol-�C� sem Cck Dc: i REVISIONS BY UPLIFT CONNECTOR SCHEDULE EXAMPLE OF UNSUPPORTED. (UNBLOCKED) STRUCTURAL NOTES: BOUNDARY OF`, SHEARWALL. PANEL. EDGE. UNSUPPORTED PANEL EDGE IS SHEARWALL SPECIFICATIONS TYPICAL CONDITION' UNLESS BLOCKING IS REQ'D MEMBER SUPPORT SIMPSON CONNECTOR DESIIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING BY SCHEDULE OR NOTES. SW-1 INSTALL 7/18" OSB PLYWOOD SHEARWALL SHEATHING OVER 2"x6"/2"x4" CODE 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE ' COMMON TRUSS. . SPF#2 STUDS AND FASTEN WITH Sd COMMON WIRE NAILS ® 3" o.c. DBL TOP PLATE 2 MTS12 Q13, (1)H16 DEBRIS REGION. DESIGNED AS "ENCLOSED." • • ' ' HEADER BEAM 2 MTS12 OR 1 H16 EDGES AND fi" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL INTERIOR BEARING WALL 2 MTS12 • HORIZONTAL JOINTS, INSTALL ONE PIECE SIMPSON HTT22 AT EACH 1, LIVE LOADS • END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH 5/8"9x12" GABLE END TRUSS DBL TOP PLATE (1)MSTA24 ® 48" O.C. UNIFORM LIVE LOADS • FLOOR 40 PSF ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. AND EACH END ROOF 20 PSF GYP-SUM BOARD 2"x4" OUTLOOKER GABLE END TRUSS (1)H2.5 P.LYWQOD, OR, SW-2 INSTALL 7/16" OSB PLYWOOD SHEARWALL SHEATHING OVER 2»x6» SPF#2 TYPICAL F 2. BASIC WIND SPEED 120 MPH C"SB; SHEATHING „ , STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" o.c. EDGES IMPORTANCE FACTOR 1.0 • AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL OVERFRAMING RAFTER LEDGER 2)H2.5 EXPOSURE 'C' 4 NAIL -SPACING ;.AT JOINTS. INSTALL THREE PIECES SIMPSON CS16 AT EACH END OF RIDGE BEAM (1)A35 MEAN ROOF HEIGHT 22.0 FT SUPPORTED EDGES, EXAMPLE OF SHEARWALL SEGMENT. FASTEN THE CS16 WITH 22--10d COMMON WIRE NOTE: INSTALL OVERFRA TNG LEDGER BOARD TO EXI TING TRUSSES W 2 ROWS ROOF PITCH 4/12 (18.4 DEGREES) SEE NOTES OR SCkiEDULE , PANEL EDGE w NAILS. 12 x 33/4" ROOF GRIP S REWS W 1"0 WASHER AT EACH INTERSECTION » / / ) INTERNAL PRESSURE COEFICIENT ENCLOSED BLOCKING WHERE GR AT RO CONVENTIONAL FRAMING COMPONENT AND CLADDING +0.18/-0.18 REQUIRED BY SW-3 INSTALL 7/1e " OSB PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x12 RAFTER RIDGE BEAM (2)A35 WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-2 SCHEDULE OR 2"x4" SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" DBL TOP PLATE (2)MTS12 • NOTES o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL RIDGE BEAM KING POST (4)HTS24 HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT EACH SUPPORT POST (4)HTS24 3. ALLOWABLE UNIT STRESSES: STUDS, ROOF TRUSSES, END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. FASTEN A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION (; OR FLOOR JOISTS THE HTT22 TO THE INTERIOR CONCRETE SLAB WITH 5/e"Oxl 2" ANCHOR SUPPORT POST FLOOR BEAM (4)HTS24 SLAB ON GRADE f'c = 3000 PSI Z BOLT WITH 32�-16d COMMON WIRE NAILS. KING POST FOUNDATION (2)HTT22 CONVENTIONAL FOUNDATIONS f'c = 3000 PSI wW ¢ FR H MONOLITHIC FOUNDATIONS f c = 3000 PSI = NAILING TO. INTERMEDIATE INDICATES ONE PIECE SIMPSON HTT22 ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI = c� SUPPORT IS 6" OC MAX, UON PORCH HEADER BEAM SUPPORT STUDS 2 MSTA24 I w z o a NAILING-PATTERN FOR SHEATH_NC 6x6 POST �2�MSTA24 B) REINFORCING STEEL - ASTM A615 GRADE 60 J 0 ON ROOF.. FLOOR AND SHE-ARWALLS INDICATES THE NUMBER OF FULL HEIGHT 2x6 or 2x4 STUDS EACH SIDE OF THE ,. y ¢ o ® WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH 6x6 POST FOUNDATION (1)ABU66 C) WELDED WIRE FABRIC - ASTM A185 ¢¢ ". ` DETAIL SIDE MINIMUM. 0 ¢ FLOOR FRAMING, U ca _j w o m NOTES: FLOOR TRUSS SOUTH KICTCHEN WALL (1)MTS12 D) SOIL BEARING (DESIGN MAX.) 2500 PSF � a J w S-2 SCALE: NTS 1) SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. FLOOR BEAM (1)THA422 Ld cn o-1 a 2"x4". SYP-,No.2 .OUTLQOKER 0 24" O.C. 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP N0. 2 = c� z ALIGN ONE OUTLQOKER W/ EACH X-BRACE. OR FLOOR BEAM SUPPORT STUDS 4)HTS24 QFC (4)MSTA24 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE IZ z o o L'-• 6"x6" POST �4)MSTA24 WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION _j ¢V) 2"x4" BLOCK 48" O.C. BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL ~ 0 2x4 BLOCKING''® (n ¢ SHEATHING JOINT 4-12d" TOE. NAILS IN I A WALLS BE SPF NO. 2 (UNLESS NOTED OTHERWISE). - o 2x4 BLOCK @, X-BRACE (2 EA SIDE) DBL TOP PLATE STUDS (1)SPH4 ® 16;; oc 0 ROOF- SHE DLOCKING STUDS BOTTOM SILL PLATE (1)SPH4 ® 16 oc F) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC 4--16d NAILS PER PLAN BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY TUBE STEEL COLUMNS - ASTM A46 1pc SIMPSON H2.5 '/z"Ox10" THREADED STUD ALL OTHER STEEL - ASTM A36 • .• 5 . . HURRICANE CLIP 1 / ,.O 8„ W or 2 x EDGE • AT EACH OUTLOOK - EX N I WELDING ELECTRODS ASTM A-233 E70XX. PA SON ANCHOR G) 2x4 X-BRACE w/ 2x2x'/e" WASHER I ® 48"- O.C. -16d TOP CHORD OF ® 32" OC 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER (� 4�--12d (2 -ES) •T NAILS GABLE END TRUSS X R) R LOAD B I G A S FOR REINFORCING SHALL BE AS FOLLOWS: EA. END, FRO BLOCK ( DROIP 3 1/2" FOOTINGS 3" V DBL TOP PLATE 2nd LVL STUDS 1)SPH6 CSD 16 oc SLAB ON GRADE CENTERED TO TRUSS T CHORD` w 7/ie "' OSB PLYWOOD WALL SHEATHING 2nd LVL STUDS 1 st LVL STUDS 1)CS16 ® 32 oc FASITENED w/ 8d COMMON WIRE NAILS STUDS BOTTOM SILL PLATE �1)SPH4/SPH6 ® 16" oc 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE .,, .. 1st LVL STUDS FOUNDATION /,"0 x 10 ANCHOR BOLT w/ • ® 3 OC EDGE AND 6 OC FIELD " TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 3--12d:NAILS 12d 4" O.C. FROM 2x2 �x'/8 PLATE WASHER AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD ---� TYPICAL:' A7<<• LATE L BRACE TO BRACE VERTICAL MEMBERS ® 24 OC SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING Q VERTICALS i BLOC BELOW OF GABLE END TRUSS PER OF CONCRETE. 0 4' o .. _ -. TRUSS •MFR DETAILS HEADER T - JACK STUDS MMSTA24 MSTA24 EACH SIDE y 6. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS h__2x4 S 48" O.C. 1 pc SIMPSON. MSTA24 ® 48" OC HEADER 4'-0" T 6'-0" JACK STUDS EACH SIDE FOLLOWS: (_ IF VERT. NOT w/18-10d HEADER 6'-0" TO 9'-0 JACK STUDS (3)MSTA24 EACH SIDE MASONRY 48 BAR DIAMETERS Z PRESENT CONCRETE 40 BAR DIAMETERS C,) 4-16d N I S` BOTTOM CHORD OF GARAGE DOOR HEADER SUPPORT STUDS 3)MSTA24 EACH SIDE 0 W I GABLE END TRUSS SUPPORT STUDS FOUNDATION �1)STHD14 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR 12d TOE NAILS ® 8 O.C. NATES: UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. • •` FROM TRUSS BOTTOM CHORD �---� Z ¢ 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. Q W o TO DOUBLE TOP PLATE 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 8. ALL LOAD BEARING EXTERIOR STEM WALLS SHALL BE COMPOSED OF (f 0 0 ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 0 2x4 BLOCKING C� 48" O.C. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: _i CONT . .. 2 SYP .. BETWEEN .GABLE AND (2) :2x6 SYP No.2 TOP PLATE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL Q w #,. H2.5 10-8d HTT22 5/ " x12" ANCHOR BOLT AND REINFORCEMENT WITH CONCRETE GROUT. FILL ALL CELLS 0 _ LATERAL 6_ RACE- 48n O,C; FIRST .TRUSS H16 12-10d 8 w 3=-161 INTO .EACI TRUSS 2x6 SPF #2 STUDS CSD 16 O.C. 1 32-�16d � � W Q BELOW FINISHED GRADE WITH CONCRETE. c 'SIMPSON FI2,5 0 .48" O.C. FROM A35 12- 8dx1 /z 5 w :BO.TTOM.. CHORQ.. " . 1P 1 ROW 10d COMMON NAILS SPH4 10-�8d ABU66 /8 Ox12 WEDGE EXPANSION Q m 0 12 16d 9 . BLOCK TO DBL TOP ""PLATE ® 4„ O ANCH R AND - NG, SHORING, GUYING OR OTHER _ - . . . .C. SPH6 10•-8d PROVIDE ALL TEMPORARY BRACT 3 » MTS12 14--1odx'/2" HTS24 24--1Odx' MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING P LATFFOR M- , FR"AM IN G , GABLE .END /4 T&G PLYWOOD GLUE /2 CONSTRUCTION. (� z 4 STHD14 38 16d AND FASTEN W/ 10d MSTA2 18-10d - ¢ COMMON WIRE NAILS CS16 20-10d 10. 'VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. cn (n z ¢ ® 4" EDGES AND THA422 20-16d SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING 2:. DETAIL . 6" D EDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOTDRAWINGS FOR EMB _ O.C.C I ,...J 0 0 NTS SHOWN ON STRUCTURAL DRAWINGS. 2 ROWS 10d COMMON Q WIRE.. NAILS -® 4 O.C. SIMPSON SPH4 AT 2x4 BLOCKING AT ALL 11. ]THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE 3 / 1 '/4"x16» TIMBERSTRAND EACH STUD TO HORIZONTAL JOINTS IN RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, /t T&G PLYWOOD GLUE AND FASTEN "W (2)2x6 SYP TOP PLATE WALL SHEATHING Q 10d .COMMON WIRE NAILS 0� 4" EDGES AND PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE TE ' 6 . 0 2 LAYER DX 2 PCS SIMPSON S 40" LO .C. FIELD PLYWOOD SOLIDSBLOCK NG. N C 1 NG OR #2 TOP PLA g, CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR F THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 0 FASTEN W/ 3pcs 16d EXTERIOR WALL FRAMING ACCORDANCE WITH THE CONTRACT DOCUMENTS. Y TOENAILS AT EACH SIDE. 16 DEEP SYSTEM 42 PRE--ENGINEERED 12. 'THE DESIGN OF THE PRE-ENGINEERED FLOOR TRUSSES SHALL BEAR THE Q .. 1 s OSB PLYWOOD SHEARWALL - _ FLOOR TRUSSES SHEATHING NAILED TO STUDS SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. _J 24" O.C. MMO 3" OC BALLOON FRAME ��INTERIORw/ 8d COMMON WIRE 13. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE SHEARWALL W/ 2x4 SPF #2 INTERIOR SHEARWALL EDGE AND 6 OC FIELD " - • - A SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES „ STUDS CSD 16" O.C. SHEATHING -PER � " 16 SYSTEM-. 42 PREE;NGINEERED- SHEARWALL SCHEDULE /16 OSB PLYWOOD EXTERIOR SHALL HAVE TEMPORARY BRACING PER COMMENTARY AND FLOOR 'TRUSS 0 16" O.C. INTERIOR SHEARWIALL SHEATHING SHEATHING NAILED TO STUDS RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE PER SHEARWALL `.SCHEDULE AND AND SECTION 5/S-2 w/ 8d COMMON WIRE ® 3" OC CONNECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, ] BALLOON FRAME .INTER OR SECTION 9/S-4 EDGE AND 6" OC FIELD NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP SHEARWALL 2"x4" SPF #2 DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. STuoS, ® 16" O.C. BLOCKING OF FLOOR TRUSSES 2x4 SPF#2 STUDS ® 16" OC REACIINTERIOR SHEARWALL TO UNDERSIDE OF FLOOR DECK AT INTERIOR SHEARWALL ION A HOR EACH ENDO SHEA ALL DOUBLE STUD EACH END " SEGM NT AS ERS EDULE OF SHEARWALL DRAWN 3. s S ECTION ECTI ON MLC LATERAL SHEAR ANCHORS: DRILL CHECKED S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4» = 1'-0" AND INSTALL '/2"Ox8" WEDGE CCK EXPANSION ANCHORS w/2' DATE WASHERS ® 32" OC 6/25/02 SIM SON S H4 AT DESIGN. WIND PRESSUIRES FOR WINDOWS DOORS PSF " • EA STU TO EXTERIOR WALL w �Ax10 SCALE �- END ZONE = 12 -0 BO OMP TE ANCHOR BOLTS ® 24" OC FIRST SHEARWALL STUD AS NOTED AREA 30sf 40sf 50sf 100sf w/ 2x2x'/8" PLATE WASHER NAILED TO EXTERIOR roe No. 1Osf 20sf -x >, x x x WALL FRAMING w/ 16d E02-044 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NAIILS ® 8 OC EACH SIDE •''� �,NFt c SHEET • �, " . •� '- _ .. INTERIOR 40.0 -43..4 - 38.2 -41. 37.2 - 40.6 36.4 --39.8 35.8 - 39.2 34.0 --37.4 -- ...__.�.......,..,....................-....--- ----._. EXTERIOR WALL FRAMING f Y ENDZONE -53.6 38.2 37.2 -41-7.9 36.4 -46.4 35.8 -45.2 34.0 -41,6 ` .•40.0. -so.o INTERIOR SHEARWALL � " , ��3I�.. •� L , ,, � ' AND SHEATHING 5 DETAIL ..�- S 2 SECTION A- A a OVER CONCRETE SLAB „ •. S--2 SCALE. /2 - 1 0 1,,,�17 SHEET 2 OF 2 G 1 coy) nea REVISIONS BY ±35'_0" ±35_0" 4pcs SIMPSON HTS24 KING POST 6"x6" P.T. EXISTING 2"x4" STRAPS FROM RIDGE SYP NO.2 POST OR 3pcs FRAMED WALLS BEAM TO SUPPORT POST 2"x6" SPF NO.2 STUDS AT RIDGE BEAM BEARING I 1 I } I I I I I I I T ..LLLd d Q LLJ Z 0 U I II. +... Z Ld O cl} I 11 1 II II 2 Q JZL4, N ZY ii iI S-3 li N N 00 S-3 � � <C) 1 f _ � ., I :DQ Q } I.I I tI n 1 , U J�'� - 1 1 11 1 L1J Q ' 1 fV (� W ZDO Z LLI 1 1 _ _��I L.�L_. F U J Lj UN ; i _ ii LL. ii Nm LL_ = � 05a 1 Z 0 1 , 1 Q Q I p 1, LLJ I p 1 1 ' 1 ' [� Z O OZ LI_ W (W ii t• I � N n ii Xcr_ N � j � Y it Cl V) , i � , O >: O , I 7H z cf) � I (� - _. Ii • - U � ' i it ii r•rj _J_I (L i � O U) Q (n i X O i i l i N 11 Z � N - ( SEAM TO KING OST o 1 II 11 I , 1 i~---- ------ ---------- ._._.---- ._..__ ———————---------� I I L--- ._ — _---------_--_---_—__—__—__— - --------------------------------------------------------.. .,._.._'1 : I I — ----- KING POST-3pcs 2"x4" --- --- -----"-- --- -- } t NEW x16.0 2.OE } I I 1 pc SIMPSON HTT22 TO PARALLAM RIDGE BEAM NEW CUTIN FOUNDATION . I1 iv EXISTING ROOF FRAMING PLAN MODIFIED ROOF FRAMING PLAN SCALE: 1/4" 1.'---0»^ SCALE: 1/4" — 1'--0" z „ 2 cs SIMPSON A35 CLIP ANGLE FROM W EACH NEW RAFTER TO NEW RIDGE BEAM EXISTING PREENGINEERED EXISTING ROOF 3.50"x16.0" 2.0E PARALLAM RIDGE SPLICE NEW 2"x12" SYP No.2 RAFTER [� Q ROQF- TRUSSES x. 24" O.C. SHEATHING BEAM TO EXISTING TRUSS W/ 2 ROWS 12d 0 W o COMMON WIRE NAILS ® 12" O.C. 0 SPLICE NEW 2"x12" Q Lr SYP No.2 RAFTER TO U) _ AFTER ALL ROOF FRAMING WODIFICATIONSU EXISTING TRUSS W/ 2 1—•_ ARE COMPLETE, REFASTEN EXISTING ROOF >_ W ROWS' 12d COMMON WIRE NAILS ® 12" O.C. SHEATHING W/ 8d COMMON WIRE NAILS Q m k _ r _ d 4" O.C. EDGES AND 6" 0).C. FIELD Q C) OCD < _ _ ADD 2pcs SIWPSON MTS12 FROM EXISTING 2"x4" _7/__d NEW 2"x12" IRAFTER TO EXISTING FRAMED WALLS 2"x4" WALL IFRAMING (TYPICAL) Q t35-0" CUT OUT AND REMOVE BOTTOM C ORD AND WEBS OF EXISTING TRUSS AFTER NLL ROOF ±35'---0" MODIFICATIONS ARE COMPLETE Ld EXISTING R0017R00173RUSS ROOF TRUSS MODIFICATIONS NOTE: . ., • �_ � -• - �1 SEC TI ON 2 S ECTI 0 INSTALL TEMPORARY SHORING TO THE TOP CHORDS OF THE EXISTING TRUSSES PRIOR - TO INSTALLING THE NEW RIDGE BEAM S-3 SCALE: 1/4" = 1'�-0 S--3 SCALE: 1/4" = 1'-0" DRAWN PRB CHECKED CCK 06/ATE 25/02 cp SCALE AS NOTED ro - 11111.1 Y11dl11,, Boa No. -Q ;�� .. �.� ' E02-044 - .. ,. . �� •'. • ? SHEET 'U 1 tr s 3 +• 44t rt9'. " JN1+L fie. SHEET 3 OF 3 w 4 0 r .. r _ eC� co, �