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Dutton Island Road West 348 5 I R-30 BATT INSULATION 24" FIBERGLASS 5NINGLE Q � Q LU 12 ROOFING OVER �Q fSEE ELEV) 15" FELT OVER x/16" 05B OVER PRE-ENG WD TRUSSES 1024' OC a r -- INSULATION BAFFLEE s p® x BETWEEN EA TRUSS r-.- EHLEECTfP,,1C,4L L `. NURR CLIP -@ EA TRUSS (SEE 5TRUGT. DUGS) AQz 110 VOLT DUPLEX OUTLET-WALL MOUNTED (2) 2x4/6 PLATE *2 SYP C h %e e kQ ALUMINUM DRIP OVER A/C 110 VOLT QUADPLEX OUTLET-WALL MOUNTED _ VINYL GLAD 2xt5 FASCIA LU - — F_COMP 110V DUPLEX -GCI or AFCI AS fREQUIRED z - - 1i7" TYPE 'C" GYP BRD m GLG FULL VENTED VINYL SOFFIT :. .... .------.._._.. - 110 VOLT DUPLEX OUTLET-WEATHER PROOF MANUF. SPECIFICATIONS o SET IN CHANNELS PER 5 LL 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED '%' GYP BRD --> LL In C m 0 R-13 BATT INSUL — -- -- VINYL LAP SIDING C) 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED OVER TYVEIC NOMEWRAP OVER x/16" 055 OVER -- 220 VOLT OUTLET-WALL 1'iOUNTED 2x4/6 5PF 5TUD5 s I&" CG �.. - MASTER BED #2 Architecto U-j 0 TELEPHONE OUTLETC) FAN/LT FAN/1_T -f�- SWITCH II — 11 - 011 Uj 5WITCH-THREE WACFF I4540 Southside Blvd. suite 502 u� d- SWITCH-FOUR WAY Jacksonville, FL 32216 (904) 641-6649 Uj I1 DOOR BELL CHIMES 1.., LU C7 + CA31 E -E�EV1510N OUT! ( i, BED 3 `� U M. BATH ; FAN/i_T 5G + }� LIGHT FIXTURE-WALL MOUNTED FL LIC. No. AA0002564 O � Fred R Cheek � 5,D -{ _!GNT F'X7U2E-CEILING SUSPENDED . + "1 71-77 ti_ 0 BATH #2 x LIC71-IT FIXTURE-CEILING RECESSED LIGHT FIXTURE-F,'_-CE5SED EYEBALL CEILING FAN SMOKE DETECTOR-CEILING MOUNTED l BED 04 (9 EXHAUST FAN LL KITCHEN I E/.NAUST rAN/LIGHT FIXTURE COME30 � I P=AN/LT GFI �� GFI GFI zLOOD L IGHT5-DUAL HEAD O m }r \ ELECTRIC PANEL Z STRUCTURED WIRING PANEL I Lo QUICK DISCONNECT DINING I ' Q � [K}•i SECURITY KEYPAD LOCATION d) / ❑J JUNCTION BOX LOCATION LIVING FA FIXTURE ALLOWANCE --- --- - I'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED GAN/LT 11 I T 2'X4' FLUORESCENT LIG;--:T FIXTURE _ Z CEILING 1-10UNTED COVERED FOYEL� Q I NOTE `10L NT IN[3 I) KITCHEN COUNTER RECEPTACLES - 48' 2) WALL RE T RECEPTACLES - ;S ' 3) WALL RECEPTACLES - IS' U) EOF II JOE3#: 034124 L CTR fCAL FLCL AN 1 /4 I1 1 1 u --- DATE: 1/17/04 ----- DRAWN: JAX _ < ISSUED: d w - Cn REVISED: w ILLJ rte= J U) F-- i Q 0 z d (C') COPYRIGHT E5F051T0, CHEEK E 4550C., INC. ....:..:..w�. ..:....w ......Wu............._... ..�.L..I. W DG51GNf-fes HEREPY EXPRE55LY RFSERVE5 HIS COPYRIGHT AND OTHER PROPERTY f21GNT5 IN NESE DRAWINGS. THESE FLANS, DESIGNS AND DRAWINGS A.'ZE NOT TO f3E R-PR-ODUCED, CHANGED OR COPIED IN ANY FOR-,`1 O'? MANNE2 WHATSOEVER WITHOUT Fir,5T OBTAINING THE EXPRESS WRITTEN PERF IISSION AND CONSENT OF ESPOSITO, CHEEK AND 4550C., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PER,11IS510N AND CONSENT. I si: LU - .. 4 -A 1 5TORAGE BRG A� --------- -- BRIG _ LIVING Esposito , x C [-�i e k o 21-01 W CL Assoc ,, — - - m'-m' MAIN FIN FLR FIN FLR MAIN O' O" Ll- Inc . lo f 11 1 - 011 FRONT ELEVATION 1 /1-4 1 "1 Lij A y/ \� - - u I � p - 4540 Southslde Blvd, a 1 12 suite 502 cra I i 12 Jacksonville, FL 32216 p 4 I _ (904) 641-6649 LLJ .. MASTER ----c'2G -- BRG STORGI=A - 8'_ll/a' 1 , -— -- z LU JCC7 ClD U Cf) - z FL Uc.d . ",eek� m'-m' MAIN FIN FLR FIN FLR MAIN 01011- � , -- ----- --- a LEFT SIDE ELEVATION 1 /4 '1 11 _ 011 o IL o 12 12 1 1- U <1 a BED "2 BRG AO BRG '11ASTE;R z L11 o � � U ---- 1 a - ; ` AIN --- N � FIN FLR MAIN m'-0' U �� FP,,E ,4fP,, ELEVATION 1 /'4II 11 _ 0II , I 12 2'-0' 2'-m'1 12 1 4 4 -j I c17 h I ACD II BED "4, LIVING BRG � BRG BED "`2, #3 8'-I��a" JOB#: 034124 FLAN1 /4 = 1 " - - -- �__- -- .� - _..__. DATE: 1/11/04 � ISSUED; C) Lil LU m'-0' MAIN FIN FLR -- _.._ FIN FLR C� II I II Q O 1RI��IT SIDE ELEVATICN 1 /4 1 - 0 z p Q COPYRIGHT ESPOSITO, CHEEK E ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND A550C., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM155ION AND CONSENT. Q � O LU SAAB NOTES A1E- A 5 __-- 1. FOUNDATION 15 DESIGNED FOR AN ASSUMED 15t LEVEL LIVING: 1246 � MINIMUM SOIL BEARING PRE55URE Or rW-^ 2,500 PSF. IT 51,4ALL BE THE CONTRACTORS 2nd LEVEL LIVING: NA Si ll�� _ RESPONSIBILITY TO VERIFY THAT THE SOIL �y WILL SATISFACTORILY SUSTAIN THIS LOADING. OTHER N,4 TOTAL LIVING_ 124/0* j�k® 2. (4') 3000 F'51 r ON'CTE 5! AF'. L;, , 10/i0 WWM OR (4') 3000 PSI FIBERMESH G�IRAGE: NA Ch ;vl 0 CONG RETE SLAB O`/E ML POLY LANAI: NA ETHELENE VAPOR BARRIER OVER CLEAN W COMPACTED TERMITE TREATED FILL (TYP) I 25'_0., COVERED PORCH: 3012 Lu 25'-0' 6( 3. VERIFY LOCATION OF ALL INTERIOR LOAD STORAGE: 401# I Z BEARING PARTITIONS W/ TRUSS ENGINEERING TOTAL UNDER ROOF: 131ro* 14'-4' 13'-8" C DRAWINGS and PROVIDE THICKENED SLAB I - " - - I a 1 AT ALL LOCATIONS (SEE DHTAIL) ILL D 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS and MAI' VERY A/C /C~ Inc . o AT BUILDERS OPTION A5 REQUIRED BY COMP 1 t, G h'P 1 L0 SITE CONDITIONS ` i 3050 5H \ 3050 5H 5 VERIFI' LOC T,Y1i ;�� ALL -'7"ti_'_s a -i ........_-µD Cn'_I0�/y' HDR) R) q W Archit , cto CONDUITS REQUIRED BELDW SLAB. SEE r - --- - - - ---- ---_ ._._..m_-._. --- -._. .- - - - ---- F''-ODR PLAN '",•,r ti.�� =�Lh r'\ Y Y�4rc' - -.. _ wl �r LOCATIONS. VER FI" and INSTALL. AL- I _ CONDUITS FOR DOU:N-DRAFT GOGK-TOPS � F� I � � I � _ ----- _--- ---- ----. DRYERS, AIR HANDLING UNITS and LTG 4540 Southside Blvd, � A5 REQUIRED. SLE ELECTRICAL PLAN FOR I PROVIDE PVC �� I °� 1 I O suite 502 Cn FLOOR MOUNTED RECEPTIGLES, PHONE CONDUIT TO II II � I JACKS and ETC. AHU A5 REQ owl �lr_ s I I E D 2 Jacksonville, FL 32216 C) 5 C L —_.__ _ C (904) 641-6649 w -DETAIL/SErT!CN NUMBER I �5 _ . ry (i7 �\ N DETAIL PAGE NUMBER m FL _ �9 MINIMUM STEP DN DISTANCE F- 5'-5 1/2' /3'-3' 4'-I' 28ro8 11'-11 XI/ -4' �� DENOTES-STEP DN OR RECESS IN CONG SLAB 9 -.- - \\\\�` b 3065 — rFL ) ==Al DENOTE5-SLOPE GONG I n- - SLAB 1/a• PER FT (MIN) fK I I 1 N FL LIC. IVO. / JO2J64 Q O I I Q I o ; Fred R. Cheek C! O. BATH C �' � n a' CLG - - LL' oe - 0 I ill -C VINYL �I — -- �n `n D ' N ® 4 II I - - E � - ----- `� m ! CI, - 2x6 WALL Ll 2 4'- Q 668 14 455F,EVIATION5. I '-I' 5' S'-51/2' t Q CI, C 5G�68 ABV ABOVE Q I AG AIR CONDITIONER '� �'d'T� Ras 1 j YL AFF ABOVE FINVIN FINISHED FLOOR � 2505 �,�g � - _ T - LL i AHU AIR HANDLER UNIT - T U, Rd5 F- IcF -1r BLK BLOGC oHc O OHC - CABS CABINETS I I _ - r _I W q��a O CL CEILING LINE CLG CEILING- I ----- - O N _GE 1 - - REF CI+- 8 v CHR GLAIR RAIL - Wi ucoD ~ COFF COFFERED 2605 K1TGNN ��l L COL COLUMN - COMP G0f'1PRESSOR IVINYL -.T CRN MLC GROUN MOULDING 5!N[ D GVAC CENTRAL VACUUM SYSTEMI�-�(=-�1 - �y ,n n (f) BL DOUBLE ( i� i' S �K ! DW D " Q DIAC: DIAGONAL . . i -0 -0' LLI DR DOOR •� �Q n, DRI" DR7'ER DW D151-4WA5HInR ---- -------------- - ---------- ... ro ' + EB EYEBROW FL FLOOR LINE (MAT CHANGE) <1FLR FLOOR I-LI FP FIREPLACE I Q II'-I1 1/2' 4'-I" I1'-11 1/2'' FR FRENCH DOOR FXD FIXED - V FXT FIXTURE D I N I N GLS GLASS 8' GLCx HB HOSE BIB n Q K5 KNEE SPALL Q 1 n LAV LAVATORY LIVING t LT LAUNDRY TUB 10 ," � MRBL MARBLE FL 8' GLC - MG MEDICINE CABINET - MI � �� i � 8' CLCy 9 R MIRROR - GOVEF:E:D VINYL MTL METAL `r _ ( WH � ` OH OVERHEAD o PORCH � r OPNG OPENING _ -0'-4" STORAGE `L 8' GLG OPT OPTIONAL (MIN) II `n HB 305 a'CLG HB Res CLOTHES ROD amol SHELF LJ L, -I' 3065 REF REFRIGERATOR JOB#: 034124 51) SMOKE DETECTOR N - - - - - - SDLTS SIDE LIGHTS (2) 3050 5H DATE: 1/11/04 SGD SLIDING GLASS DOOR (Co'-IOIiz' HDR) SH (2) SHELVES (QUANITY) DFZAWN: JAX 5HWR SHOWER G1-11CD: SOAP SOAP DISH TB TOWEL BAR ISSUED- 0 TPN TOILET PAPER HOLDER T45 TUB and SHOWER g'-0' 6'-0' 14'-0' 8'-0' -0" 14'-0" LLj TEMP TEMPERED _ .. --- �_._____.__ R V D: TOB TOP OF BLOCK (CMU) 25'-0" 25'-0' TR TRAN50M Lu VOL VOLUME -j WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER - H" W5H WASHER FOU �1� A TION`l FLAI `� 1 /4 " 1 ' � " FLOO F--., FLAN 1 /4 © C-OPYR16HT ESPOSITO, CHEEK a ASSOC., INC. DES16NER HEREBY EXPRE55LY RESERVES 1-115 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THIE5E DRAWIN65. THESE PLANS, DE516N5 AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN AN7- FOR-1 OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PER`IS51ON AND CONSENT OF E5PO51TO, CHEEK AND A55i0C., INC.. NOR 5HALL THESE PLAN5 BE A55IGNED TO ANY PARTY WITHOUT FIRST OBTAININGS SAID WRITTEN PER` IS510N AND CONSENT. i 0 LLJ 13'--1 1/4' 3'-0 1/4' - - 3'-0 1/4' 5'-0 3/4' 3'-0 1/4' 4'-10' S'-1 112" — s r• --------------------------------------------- ----- DOUBLE STUD 3'-01/4'x5'_O'44" DOUBLE STU' B ,�-- lT , = 1 �t ROUGH OPNG 3 -01/4"x5'-01/4„ 3'-01/4'x5'-0'i4' Che%ek r-- `t ROUGH OPNG 1 ROUGH OPNG C C6'-101�z' HDR) z 6'-101/ ' HDR) [� LU C) f I 11 I Z A cr souq ® IL 4.. �,Sl I I m LL. .. m 12'-0' 3 I/2 3 1/2' I I 2'-I 1/2° 3 1/2° 3 1/2' 4.1 O r 12'-0 1/2' Inc . BED #2BED #3 F5 E ID #4I - - I 8• L I V I NC; I I � GLCs �' GLC I I C) . 4540 Southside Blvd" of - - - ► I o ° I I = = suite 502 va _ Jacksonville, FL 32216 ofy - 0O 0-4 I I � (90 ) b41 bb49 1XF- 0 ! x LQ3 1/2 3 1/2' 5VERIFY ROUGH UPNG r+ I I I { '-1 1/2' 2'-7 I/2' 3'-g• OF PAIR OF WINDOWS LU _ .._ _ _ rn I I W/ STRUCTURAL MULL- - --- _. .....--- 2'-10"x6'-lm'/z. �, ROUG✓� OPNG 2'-I0"x6'-I01/2 ' V ROUGH OPNG - - - - - - - -- ..__ 2'-10'x6'-101/2 / �` z c+l - ` ROUGH OPNG FL Llc" Na, aAQCl025b4 1' 2'-10' 3 1/2" F,' S• - 2'-10" r ,ti 2' 1 1/2" �3" 2'-10' Fred R Cheek - T. p \ I I 3 I/2' v 3' 2"x6'-10'/2" ri1 " ROUGH OPNG - 3 1/2' O 1'-2" v 3'-2" 1 3 1/2' 3 I/2' — — — — — 5'-2' I'-11" 2'-10' 2 -5' 5'-3' 3 1/2' �4 1/2" V 7'-m 1/2° I'-2' 3'-2" g' c0 3'-2k - - N 4 - -- - �, d I Q 2'-10'x6'-1011/2" z' HDR) - - _ _ _ _ _ _ C6'-9'�z' HDR) ROUGH OPNG -- _ F= - - - - - - - - - - - - _ - _ - - - o (r I I I I > ly- © I I 3 x6 -101.2. 0) � Ln J: p= I I ROUGH GH OPNG o I I }— `� O I I I 1/2 WALL r'► 4 I I - 1'-7 I/2' I I AT 46' AFF �C f I I = -- - _- < OWNERS LH � I1�1 I1�I,� -A- -- - - 2'•-10'x6'-101/2' 7= �! I I " d ROUGH OPNG — - I I ', g' GLG; 1 L I I ry � Z 4" 3 1/2'.- ( I 12'-11' S I/2' -3 I/2" - �'-0'BAT lee 3 112' IIII II Cq RA iv I I 8' GLS -- I - - �_ .. — .. .— - -- - - - -- - - - - c) 2'-0'� "x3'-0'� " - - — -- — — — - — - — JOE30: 034124 t I � n a a 1 ''-2"x6'-101/2' ---.__ -- -------.... DDOUBLE STUD i ROUGH OPNG v ROUGH DPNG v J _ `* ROUGH OF'NG DATE-: 1/17/04 CC'-101/z 1-�OtZ) 3, DOUBLE STUD -- - - - _ DR,4WN: J,4X < ISSUED- 0 9'-1 1/2° i i LJ.I 11/2" - w 2'-0 i/4" 8'-8" 2'-8" - LU FLAN 11 I 11 1 /2 = 1 = © COFYRIGHT FSFOISITO, CHF_< E 4550C., INC. r �'_ ti• C D�SIC:NcR I--lcREBY )=X`��.F`.5' �' -SE-RVcs HIS COI= "RIGI-4T AND OT14=� F�ROPERT7 RIGHTS IN n�;ESc DRAW!N�-5. TNFSE F!ANS, ❑=51�tiS /a~vp :RE tvoT TO �_ r-F�r�nuCF!�, r_u��r��r� o�•�e Com' �I�r ' F .._-a '1, A Y r-C � Cry !- = i�;-;tTSo VF u1T oaT FI;�ST 05TAINING- THE E=iCt'RF:SS WRITTEN AND CON5ENT OF E5F'051TO, CHEEK ANP /;550C., IN .. NC:'K SHAD. THE-cE �I_AN5 DE ASSIrNED TO ANY FARTY WITHOUT FIR'5T O�T41NINu SAID lU'�ITTEN r'E.FUliSSION AND T 1 { �I it 0 F M x) In v vo, Lum, M ,dr% de"m 41n 7, �T) gra ---......---. C'1 A .� , -.--.....___._.._ ... ... _.._._.. ... -. • LIJ 454.0 Sou i i'isicl-:!, blvd, t S�IIi ' 502 C�? Jacksonville, FL. 32216 D r a wing I n 6 e x w-i rsc ��>J'{S.e .:� s_s..Y.'.rc':( i. , ".-_i,el.S„•t �! ryShL.-No. Drawing Title � Lam. 1 Title/Index 2 Floor Framing Plan j 3 Fo��nd,.Alo�i/Floor 20 x I 1 IIaJ AL- 4 Rout i1kw/L�i "✓i1�1C711.i S Electrical Plan/Details -� FL LIQ;. No. AAGGG2564 'rte NETEF, s IG5OA I 150A PANEL Fred R. E3iREA R. C �'.� I r: L-----------I 3" CONDUIT " i -EXTERIOR WALL i to F:'OL F "I � U IL - -- - _........ ..... . F L jb - r- r.l •,. Lam/ ...... ............... .._._..._..... 4 - r•-_ l .,1 I •(" ;�r,l- I`/'-� -rr`- �.IT .�. i ._... ... .. . ... ....-.... . !. r 121 l \ r C FaX -7 a=\ i�1_ G13 ;�'r+� ', INT�+!,Rr�. , �1_� 5 oc. FX- T a. Toy:L ^� _ } f f+ .( r XT J,4.- ^^ ._....._-. .. ...._. 1 �l l 9 a. 1 1 7 1 s ,,-�'�-•IF CI 5 , �`�5 TP.'rl TOII FT PAPFIR .r f C_G r L VG H H F �iG 745 T B card �rIC Zc/I�III ,C: ._A�.,IrIc.A I ION= -y -� ti ._ r - - - - - - I :a5^ 3 F 9 r-�- U Cr•=� '--+A R @:!_ CS IC\. 5 ,. :. G 'r' TEf'r-'cREJ - ` , I 1 Y .....1_. I_ I �( - 1 7 ; IIIIMtr)- -.' �-��Ic.J .... , . II e t -'< <.� Uli'._� ��.- 1�.;.� I li 'rI .-� I'il �r 1J Ii i ( II ` �[ , 4 I li 1- Y f 119 I � r Tam `/D''.. /O_'� .. . I .. .. �: co- _� _ _ w yco� o:_. C; ,Ir)i', 1;UII_f)!`'r: GOD'- %'% _ Cis FLC-:IDA �I.11LD11`;G GOD _ - FUEL G-�,5: %0 _ r' ON 1 r u w- c. n - Iia- -_ 1 `> 3 uA a ., FLOI:IDA cUl!_DIi F. CUD, PLUI'1r3I ,Ca:'? .O' Fes'- G� N�!,r1011AL ELEGffIG ! GODS. � J _ 7l'IC --- l I"1TL NFT.\ wNcr LUAINJr"OT .1 L Ue'(.rg /- pIACs piAGONAL ow ovj.:.Rwr A.D w5 waT�� Sc�T�ti� FLORIDA BUILDING CODE - MECHANICAL: 2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION f � -� ft' � � ,L�` �,J ❑R OGGR OFNG Cr E:UItrC WA5Fl wA5N�R - — DRi' DtY c OPT GF IIGhA. ASSEMBLY [ [F3USINE 53 EDUCATIONAL - - __. -- .. _. -- - , . V •< (I I { E } r MEGANTILE 4 RESIDENTIAL CR-3) FACTORY INC�U5TLRIAL -- Y � A i,..., a ,F _ Fit, LL 32 1.FL FLOCK LIN ! AT. GNANC: ) �.D. 50�•r G.�-I 'i Occ 7i9_11�� 1I J I r j4 �lt�l �cc,T) IN5TITU, 0 .A.- (REST) STDRA_nE . m 0- c 1 1 I HAZARDOUS i MIXED CCGUPANGY l N/A II CPEO 42.1-I,) P: IhDIGATG:� rl'i'1A1 Orr �l <,�,G7', _S: INDICA r5 C ONDA��" _.. - —.. .. . [ F-) I r p k Ott ) [ rl A 1 I 1 - „.5'n C`r'rL I TYP Cry) 1 I E Iv I YPE. V fs T C U' � F r � R''0C,HNG: 5YE)T1-1= A5FHA!-T 5HING,� H!C.r� �I.C7: RC�Or (4. 2 O@ A : �) 1 - - ..._ ......_._ TYPc I I TYPE Iv (UF) TYPE vl CP) . •J F C �f.,..,J,.[lid �lf)t1 �. ✓ Vit`,, 1 f� I r r,i�t .� , -- - 1'IATfw:fAl_: F13E l.r,� ) F-1 //`I WT AJ rl t .� N , TYF'C III TYPE v (P) TY ') vI (UF) t: :. ' sf1 ttjFt r .._ 1 _. T J` �-il:�n1) Ctifl r:UC1IGil I - - - 1o,4 fnph 0 W/ ONE LAYER CI RLAYr ,ENT FELT. 1..... - - ... rc� . t, 3l i` / a ��-r - _ I 1 •: - - -- - �; �c- r ,.. .4- NL) T GC),N i I�UG 1 iUiN k l 11 7 I�;DiGAT�� P�� t"1� � GCitial� GN, 5• N� G '_ (, •`j Al n I- Sr�INGLE I rLerJnlNr L G _.. .. - - FAS�ENING F: C�2.- FOUR (4) F,,,' s : SPr-�I�.;CI_ED: NO FIFA DISTRICT: [ YES NO - I �� I . YES :-- — -- - --- ---- --- - - - --..... .. 4 I r U f�/\L I� J A , MANI�FAGTUr2ER =N SPPEGIrIGATIONS - -- - ------ - --- --- -....... �� ���� J �- NT AFC: 14'-0' MEAN ROOF NEICs�4T AFF: II'-4” _..-- - t ;r AP P R O V ^. - --- -- _ - ---- 7 Bua,dina 11 ht APF I.OX HEICs — .... -- - - - - - - { F r t '� _ _. CITY OF ATLANTIC uEACI ' - - - - -- - >=LAsNiNG REa.: coRRosloN R^ METAL FLASNING5 INSTAL LED let LEVEL A/C: � OCCUPANT LOAD: I -- -' -- - 124 $ NA MIN EXITS: NA MAX DISTANCE: NA �} lti" .. µ t �?�L�� JDWI" INC OFF CE r. Building Area - + ,v I I ,E ED: ( '1 ET AICD. 2nd LEVEL A/C: NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA PER DETAILS, , a FEB- - - - -._ — - F18 20 4 L I`_ 1��Q 3rd LEVEL A/C;- NA OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA WIND RE5I5•f,ANC�I_ RATING: 110 MPH OK C �' AS ASTM 31oi (110DIFIED). - -. ..-._ --- -- - - - ----- . . .-- - V(�ii. Lia TOTAL 414-: 124 U= - LANAI/PORCH/C-�AF'.AG,c: rdr _..--- -- 21 Miles EN FR T': NA _..._:. .' ( TOTAL UNDE,) €_,'OOF: 131 _._._._-. ..-. - _ WIND II �I _ A F:?, Lot t�'1'va GR06s AREA: NA - �J f I �l - ZONE L�. � � - I ON- - -_ F-'f v.)r:� I L I E S 1 1 N G_:. 12 /1'11 , , _C `-- - - -- ---- /` � ` L _, fltir 1 JAN 2 8 P004 C) _ O f` ��:ftl'1 JJITFIOLiT FI�:aT G�l'AINING :�:,!�.) I� ,•TT-� - _ �, �` F1 "IY� C d ASSOC., INC. G�' �,�;� C �, G�:TO, C�_._'. T AN- "r C C ..0 rET _5r O� C f r G. r ^i r C. ' �� ,� - A. r_- - - u,t ,A ✓=`c h1'r:l.)!_ll riRS G ;TAi\.` T' :" G-X l T f'ta I'� v ' 1� G i ^:', �i 'f \?: ) A\55<-)C: !�` �:r' -I^ - -c 1 c--� ['J > ' i_- _� •",..:r I �,n "i T4IrS"_ ANS DC_SC-.\l0 A�f7 D-.A J!�,.';_,, f,,:'- ,.�:J •f C) ��L•f' 7�7�.r:.f'), C.4I,....ti_.._.CJ O � ,_.O�'I [J IN l���NY iG.:�"'1 �i� i-i�.....-_-� 1. 7�� ^- r7�"�,:ti==p: 4I,.R`.._,1• E=XF cL.�yY �c.�-:�V�:, HIS C.OF 1 nIC:N'( ✓1N'� OTrtE� Pf�Ur rr�T'� RCsNTB IN liN= �c- Dt.-,_J�.�•:. . ._ _ F'_ ` ':6 30 T TNlca DOCUMENT IS AN INSTRUMENT OP STRUCTURAL GENERAL NOTES _ ENGINEER'S SERVICE FOR OTHERS FOR CON- T STOP LATH AND SEE 9Tl FOR vERTicAL WALL CONNECTION. STRUCTION OF PROJECT 5TUCCO CORNS A5 TITLED eL-L,0U1, „ 4 CON! SLAB W/ 6X6X10/10 WWF eSAD I BELOW INFORMATION DERIVED STOP LATH AND a OVER rel MIL VAPOR BARRIER OVER 2001 FLORIDA BUILDING CODE CFBCJ 4" CONC SLAB W/ 6X6XI0/I0 WWF PHE STI FOR VERTICAL WALL CONNECTION, FINISHED FLOOR CLEAN, WELL COMPACTED, TREATED FiLL FROM THIS INSTRUMENT OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4" X 12" STUCCO CORNER GLEAN, WELL COMPACTED, TREATE[7 FILL EXP. JOINT AT GARAGE DOOR BEAD i" BELOW 4" CONC BLAB W/ 6X6,Xi0110 WUJF MAY BE USED _ _ CAN NOT BE USED FOR ASCE 1-98 FINISHED FLOG FOVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG __ OTH;=R WORKS UNLIES5 1951 NDS CLEAN, W LL COMPACTED, TREATED' FILL --- I � .AUTI-IORIZED 5"1' THE VARIES r��� ��.__'���------ •_ � SLOPE GRAD --��' � - 4" GANG SLAB W/ 6X6X10/10 WWF SLC7PE -_ _..._-___- ._ ! I _ (1)"4 REAR CONT. HEADER COURSE ENCsIN*1=1Z WiTN�IIT .. r -- _ - CO OVER 6 MIL VAPOR BARRIER OVER ILL GRADE MIN, D 5IONS ARE i I INFi�INCxEMENT OF L1 GAL _ _ -i I I I� •I I CLEAN, WELL COMPACT!~D, TRE TED F �_I �� ° „ 4 I 1 $TORY pIMEN5iON5 ARE tzlC�l-ITS. A_Desi n is void after two ears from original date of issue, unless updated to acceptable codes ana practices at that time,. IIII_-_ - i I 6 e 1` DIN, DiSFANGES 9 y p p p I I� 1I I I' _ I I I I I - r 1._� I CLAN COMPACTED c� °�I I I =I to y g y p (O '��r� '�� cv (IIII I I 2 $TOf�Y 1= i�1wSCfiZIPTIGT.1 0-Da not scale. Li,e dimensie7nr, from the architectural Ian. Natif en sneer immediate) if discrepancies ars found between Dans. I, IIIIIIII • SAND FiLL _ i STORY W/ 2 OR LESS COURSES, C-All details shall be in accordance with Instructions from manuFacturer or desi ner. _ -- -- "" - �; ..r L --� _ g IIII-=IIII-=I I I I I I Imo' I I -- 2)4 CONT. - I-STORY I_IIII --- I,.' I --1 I I I�I I I I�I I I(- POUR STEMWALL vOLlp OR USE 10"x20" FTN'G Q_All temporary shoring shall be the responsibility of the contractor. 1 I(=I III C2 OF2 (3Jj14 CONT,- 2-STORY 111 -_� -T_ �iW �I -ro MIL VAPOR BARRIER 'LU/O Br'(GK --irl __I I !7Y)*'. VERTICAL REINFORCEMENT): «4 DOWELS 2 - 16" _ ^- I SII I I -- I I e CORNERS a 4V'o/c TWEREAFTIER - SEND F�, 14�i�y i==IIII== III==— I I I=- I I —I I -...I I I_._ I I I � I� - III- ALL DOWELS -0 TOP a BOTTOM,EMBED _ 1 STORY W/ BRICK MINIMUM h" INTO FOOTING /12" INTO SLAB 3 III - = 1 I I -_ M*4 CONT. ---I A.This design has been compieteci in accordance-_ with pertinent standards, recommended design soil parameters, and acceptee�i 20" 12" - _ - I I I I I (GROUT AL1_ GEL.L6 W/ REiNFORGI=Mi=NT) I 1T- e srdraY �c?�rwr size • MAX. `3TEMWALL HEIGHT: (S) engfneAertng dC3$i�n procedures, and is based on thea best information avatlaiele at the time of completion. The 6, el<8 is internded 2 SiT01R1') I�I I I III' III( I I I i W/o BRICK 12"WIDE W1 r2,14 CONT. 8" CC7UFd5Ev LUALLS 7 (5v) S" I STDt�Y FOOTIty� size to minimize differential movement resulting From the heaving of expansive soil or settling of subsurface soils. It must be recorgnized W/BRICK 20"WIDE(INCLUDING LEDGE)W1!9)"4 COURSES HIGH REOUIRI= W/0 BRICK 16"x8"W1 f2Y%CONT. that Foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to -i U�N�D DOwN I D ?sroRY ADDITIONAL ANALYSIS 4 W/BRICK 20"x8" W/(3r'4 OR(2/5 CONT. W/O BRICK 16"WIDE W/(3r'4 OR(2)S CONT. S O Y maintain good practices in the future with regard to surface and subsurrace drainage, Framinc-j. of partitions above floor alabcs, and �O REINFORCEMENT. W/O EBRICK zm"xI�"W/(3)14 OR l25 CONT. Finish work above the floor slabs, etc, ARI NGS 5T E F D OWN w/BRIG! 2A:"WIDE IINCLUpINC�LEDGE/w/(4)•4 OR(3Ya t� I I t� DETAIL � n I Wr BRICK 24"x10° w/(4)04 OR(3�CONT. B,Deslgn has been based on a non-expainsive soil with an allowable soil bearing capacity of.�dW pif, Activa F_FP- 30 pcf (!level backslope). I TY I i G4I.,•, FOUND,4T I ON D E T•` I L 1 TYPICAL FOUNDATiON DETAIL C Backfill adjacent: to foundation walls shall not be placed until the walls •have sufficient strength and have been anchored toy the floor _ system above or adequately braced to prevent damage to the wall, D, Refer to the Ge:otechrlical Engineer's report for all soil requirements For this site. E„All Foundation pads shall be Formed to proper dimensions as indicated on the drawings and centered on column or wall. 55:E 5TI FOR VERTICAL WALL CONNECTION. F The location of foundation jogs, steps and tap of wa11 elevations and connections are critical to foundation performance. 'These items 4" CONC SLAB W/ 6X6XiO/10 WWF 5 1/2" are shown on the plans but may chap e durin the actual Construction, As a result, this design can not address proper foundlatlon OVER 6 MIL VAPOR BARRIER OVER i MAX. 2 COURSES p y g g g p p CLEAN, WELL COMPACTED, TERMITE 4" CONC SLAB W/ 6X6XI0/10 WWF g ABOVE SLAB LEVEL, SEE STI FOR VERTICAL Buildell,configuration unless stated s eclFicall on the drawings, OVER 6 MiL VAPOR BARRIER OVER `' I/2 WIDE CONI. SILL TOP A7 MAIN WALL CONNECTION. g p y g TREATED FILL CLEAN, WELL COMPACTED, TRIEZATE FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR (0114 CONT. IN 50LiD GROUTED STUCCO CORNER VARIESi MAX 5 1/2" (HEIGWT5 EXCEEDING CONCRETE.- � BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE Fi rStSC�U rc VARIES - �- .w. - _ FINISHED FLOOR „ TYPICAL SLAB A,.Detail reinforcement in accordance with AGI 315-50 (Revised 1958), Detailin Manual, Minimum concrete cover For reinForcemeent _ __ " ""' _ -- =,_ 4 CON! SLAB W/VAPOR MIL BARRIER WWF 9 — _ d . Y_~ �• --1 I� I I I I' • '•./' ii' I= I I ICILEAN,OVER UJ LL GOM 'AGTED,I�REATED FiLL TYP. VI*RT. Of �cacksonviile __shall be as folk>ws: = I.- 1 1 — .. REINF. _ y ®e$I C1Vel�ter,ll1C. 1) Concrete cast against earth 3" =-' =- I -- — I — _ _= =11 �Co MII� VAPOR BARCZIEI� SLOPE � - g _ ��- �( 2) Formed concrete exposed to earth or weather 1-1/2" - I I�I�I III 1==Iv1 I I I� -=_I I i== I I " I . - _— = _.)-= GRADE 3) Interior Slabs, walls 3/4° Imo- �u , CLEAN COMPACTED -EHEI I I IHEI I I_= I I I I I tTYF�GAL FOOTING - SIMI; I/5T2 FOR 550 Rvosisvelt Blvd =I I I==III = I C1) 4 CONTu _ - _ SIZE/F:EINFOFGEMENT B Minimum compressive design strength of Concrete used For foundations and slabs shall be. 5M psi' a 28 days. IIII ~~ - 8" _ -I 1ir -1 • • SAND FILL I I _ I I ((I I=IIII Jackso 1villee, Florida C,Reinforcing steel shall conform to ASTM 4615, grade 40, �l I I I - .--III I I III IIII-1111 T IIII """ 32244 D.Longitudinal reinforcing in walls and Footings shall be continuous at corners and intersections. Matching corner bars shall bie Used. I I -I - I-I I-'I I-� - Minimum lap of.resinForcing shall be 40 bar diameters, but not less than 20"- PYPIGAL FOUNDATION � I_I� ' , . • :. � I I I = Tel 94.1-12'-�o OO E..AII concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placirng, Curing, STEF DOWN IN FAX W4,31-i-2835 and testing shall be done in accordance with the requirements and application OF AGI 301-84 (85), "Specifica.tlons for Structural Concrete". W DiM DISTA5 ARI85 I �T III IIII III IIw 11 NON-- LOr4D 5EARING TUB RNED SOWN ED�� IN. DISTANCES A...Framing lumber shall be as follows or better: 2 FOUNDA_T ION AT GAR,46E _ 2 FOUNDATION AT GARAGE 2 x Rafters/Beams/Joists a2 SYP IS% M.C. I-Joists Provided by TrusJoist, or equivalent. •- Engineered Beamr, Provided by Tru6Joist, or equivalent, 4" CONC SLAB W/ 6X&X10/IC UWF Plates "22 SYP It% M-C• OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE OVERLAP SLAE RECE55 SLAB 3/4" FOR Study 02 SPF 19io M.G. - T Ical - Unless Noted Otherwise HEADER BLOCK OR „ yp• TREATED FILL ? Ti-IRESNOLD . Stud Grade SPF, IS% M.C. (2x4 up to 8'-1 1/8", one story residence only except partially enclosed structures) FORMED B CAST 0 DIEPTW = STUD 41 I/4" (FROM STEP DOWN I-1/2" 1"_All nails shall be, type 'CGmmtin" unless noted otherwise. Options to using common nails are as Fallows: OUTSIDE FACE OF BLOCK) 12d=ICd=0.131"xis" Gun Nails RECESS SLAB 3/4" FOR SGD . 8d=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the a/c spacing is reduced by 1/3. I.E.: ad w 6"/12"O/c become-_$ VARIES _ .• � .-��-� - 4" CONC SLAB W/ 6X6XiO/10 U�UF - _ - - _- _ _ �ICLEAN, OVER 6,.h91L VAPOR BARRIER OVER WELL COMPACTED, TREATED FILL TYP. SLAB0999"x2 114" 4"/S"a/cJ =- II 11 —CWhere not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE 1-98, IIII==111 IIIL ij MI === TYP. SLAB __ ` _ - and/or 199'1 NDS _ - - -- r ._� . • I r/� _-_ _ Wri, Ih � � � LLIreferenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place ofnailin � III!--=I I i g =I I== _ I I==I IW I I 1 =IIII-- -i I I I 1 =IIII=1111 ci.EAN COMPACTED I TYPICAL FOOTING - SEE 1/ST2 FOR D Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of _ - _ .II IIII I - =IIII II I II s YPICAL FOOTING =IIII II I - III-- IIII III-TII - I -- 'II I" - SEE 1/5T2 .3t�ND FILL �IIII� III itIII=IIII—IIII SIZ1=/REINFORCEMEN specifier.�•.,components. _ _ (2)"4 CONT, - 1-STORY All exterior wally to be sheathed with min. 1/16 O.S.iB. with Sd Ga" o.c. along panel edges, 12" v.c_ in fieL' (a" with partially enclosed IIII=-I I ==III I I i� IIII I = _4111- FOR—1I( � I I ISI i III FOf�' SIZE/ _ I Ito" I !2 OIR (9)+'4 CONT. FOR III--III i- -III REINFORCEMENT IIII I i '• I I'I ITI I!IT structures), except as noted on Structural plan. IIII. —IIII _I L - - - II IIII 2-STORY Engineered componets (trusses, 1-joist, etc.) shall be installed per manufacturers specifications 4 cilrectios. --- I STORY :` -_ IIII . TYPICAL. FOUNDATION G,..AII permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-91 spaced not. more thaan 16 feet o.c. and ee I=— not more than 4' From end of continuous lateral brace. 2 STORY I) I I I I =IIII_�I I I II II I I Imm ( I==1 I I_�=IIII mmI I II INTERIOR P1=Af�'ING IIII- ^Ii I�= Au Detail, fabricate, and erect steel according to A15C 12 5TE iWALL 5TEF DOWN 3 FOUNG�_�,4T S.GD, ---_ _ 3 FOUND. `>' S•C .D, �� "Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition, g - - "4-" II � !9 Structural steel,shall be: -r z U IL Except as below 457M•A36 4" CONC SLAB W/ 6X6XIO/10 WWF Lill I II II Pipe ASTM A'3.3, type � or S,Gr, B OVER 6 MIL VAPOR BARRIER OVER HOLD HDR. BLK. �-�l Tube A5TM A500 MARBLE BILL II C,All baits shall be A301 unless noted otherwise. CLEAN, WELL COMPACTED, TERMITE 1 / OUT DE IIIIII --.--ll .e i I/2" D All welding shall be by a certified welder. TREATED FILL 5" MAY VARY TILE 1-1/2 TYP. 5LAB HAND TOOL ALL CONTROL JOINT MASON Y- IBES FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" C:Ot�IG SLAB W/ 6X6XI0/10 WWF 1�, PLAN) 13 WORKABLE (OVER, 6 MIL VAPOR BARRIER OVER _ _ A.Concrete block,shall have a minimum comlaressive strength, f'm of 1°. psL i~1ascanry shall be laid up using type 5 mortar anis, CLEAN, WELL COMPACTED, TREATED FILL _ I "� An masonr in contact with earth shall be routed Full, Grout shall have a minimum Compressive strength of 30 ,psi. � y � _ _ 111.=III —1111 =IIII— B 411 concrete masonry operations, $hail be done in accordance with the provisions of the latest applicable recommendations of the �� - -- -�- _ r--=-T ACI Manual of e+tandard PraGtIcS. o n ��I=III IIII -I T I I=IIII C_Lap all vertical retnforcine a minimum or 20". -- - I- -I I T_ I I III TYPICAL_ FOOTING - SEE I/ST2 D Provide hgrizont.al joint reinforcing at ire" oz. vertically. Reinforcing wire shall conform to ASTM 482 and ASTM AI67 TYPE 304. 51ZE/REINFORCEME TYPICAL FOUNDATION MIN. I I I �_ 13 5UN<EN 51 I40WER DETAIL CONTROL= JOINT I I� II—.1111—III—I FOUND. AT Doom 51LL 4 FOUND.. AT DOOR &ILL DRAWN i=3AM,RW CHECKED LAP 5T,4NDAR3 FOUNDATiON DETAiL5 SCALE NOTED DATE 1/1'1/02 JOB N0. STANDARD I" AIR SPACE !i)"4 x 2'-0" OVER �FLA5PING MUST PA55 TWROUGH S"xS° CHASE IN TRUSS DETAILS BRICK VENEER A LEVEL BELOW F - - -`- - CONI. BLOCK STEM m WALL. EXTEND FLASI-IING BELOW SHOE PLATE EXTERIOR WALL5 HAVE THE EXTERIOR METAL OR PLASTICGROUT SOLID GRADE F OUrid a t l On Note; �r- /r SHEATHING FLUSH WITH THE FOUNDATION, (POLY)FLA5HING 1177-1 � AROUND PIPE - ���`••'� 3 ,��s�rf GROUT 50LID ` G PULL ALL INTERIOR WALL DIMENSIONS _� __ _ t,�' .; � �• ! i� Wood II �J FROM OUTER EDGE 5LAB. WEEP HOLES m 40" O/C -- • CLEAN COMPACTED I^- AROUND PIPE W o o rel v e r t I c a I construction � 3/4" (NOM,) STUCCO OVER LATH B PAPER _ SAND FILL I I--I 77. Z 0 MIN. DEEPEN -III- _ - -- TYPICAL FOOTING SEE i/5T2 ') 1/4" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING w CHASE TYPICAL FOUNDATION ° • � "� 1` `" 3rown atop Foundation _ I -1 .� : I � g ; < LOCATION A5 REQ'D TO FOR size/REINFORGI=MIM J 4. •j PROVIDE PROPER r STAT C�Fr h / M1 / _ V A DEPTH. OI e L a I 15 F O r clarity. Lu O O OI/ `� 6RADE FOOTING � ?ill TUCCO STOP .. /Ji}�%���� LIGHT COAT MASONRY DRESSING TO FILL FILL VOID BETWEEN BRIG----777 UTILITY G�HA5E UTILITY OI-4A5E BLOCK VOIDS AND/OR HONEYCOMBS • VENEER ! f~OUNDATION I ' - WALL W/MORTAR OR vertical �01�51� iIO� GROU'l,FILL 90LID FROM FOOTING TO UNDERSIDE OF J PLAN - 5 se STI I FO r FLASHING acceptable i iO5a 5TUCCO DETAIL 5I1IGK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE 1NTERCHANzEABLE WiTH THE THESE DETAILS ARE INTERCHANGEA15L E WITH THE STUCCO ADDENDUM 5RiCiC ADC>ENDU'"1 STEM WALL"') FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS 2 OF - SHED"i5 —^ - M5TA24 W/f9)10d/END,a< ON STUD (2)2x4 12 GYP T O`ERHANG5 IN EXCE55 OF 16" AND UP TO 24" TH15 DOCUMENT 15 AN ASSEMBLY W1 f)10 4 m HEADER,4 m SILL) f5LOCKING(TYP) USE 2x4 SYR OUT LOOKER AT 16"o/c CLIP TO INCv'TYzUP`iENT APPROVED TRU53-TO-fe CONNECTORS DBI..TDP PL,WITH(2)145 W/(a)8d.OVERHANGS OF UPLIFT(LB5)- _CONNECTION - - - UPLIFTS 7 _ STUD WALL SPECIFIG_ATIONS ` WRAOER(SIZE _ __ _ PER GALLOUT ON 11 'SPH4/6/8 PLATE 16" OR LF55 USE 2x4 GYP DUTL0014ER AT 24" ENGINEER S SERVICE 1/16" A.PA.OR TECO RATE❑ 0.465 (U H5_tll/C4)acli>"ND � __ 1000 SFE HT-(FT) STUD SCI IEpULE �— - L STRUCTURAL CONNECTOR�NO'}' REQ'p SLDCfC SHaEATHINCx 1 pC"sE5 a/c WITH (I)W5 W/(8)841 FOR OTNEfi�v SOF? GON- 514EATWING ON ROOF DECK m_lgra �1)W8 W/C6)IOad x t-1/2"/END.__ STRUCTURAL 0-131-I 1/8" 2x_a 5�1{�F 5TUD5 � 16" a/c HEADER PER 5TRUGTURAL PLAN -ALL FRAMING MAATI=RIAL TO BE C2)5pH4/6/a WITH Id NAiLS At 4 O.G.AT PLAN. PLAN)DR TRU55 II IF At?AITECO RAS) WITHIN 4' C7F GABLE TtJ55 ' 5TRUGTION OF PROJECT 465-930 (2)N5 W/!4)ad/END/EA, 0-10'-I 1/a" 2x4!2 SPF STUDS 12" O/C "2 5YP EXGEF'T A5 N07�. "2.5PF LAYOUT IF SYS 42. 514RATHING IG NAl},�p FASTEN SHEATHING Ta FRAMING AT 3" a/c ALL SUPPORTED PANEL _ " 145-1000 (2)HS W/C5)106 x 1-1/2"/ENP/EA. __ 2x4 112 SYR STUDS m 12" O/C `y MAY BC US�p_LL.O 2 SYP ONLY CORNER OF INTO TOP IE_A_5S�".MBLY 4 ON EDGES,6" o/c IN FIELD W/66, A�.TIT ED BELOW. Old. EDGES AND S" O.C. IN FIELD, _.._ 0-II'-1 1/8"_ I'll W W/(1) UULOE (6)1-1/4" GALV,ROOFING 0_1000 11)Hi6/H165 W/(10)10d x 1-1%2"TO TOT- 2x6 "2 5PF STUDS v 16"O/C IF 80THyl(Z��F FRAMING 15 GARAGE INFOf�}ATION D)✓RIVED NAILS m EACH SHINGLE Tam 0-1000 (1)MTSI2 W/(1)1041 x 1»1/2"/ENO - - 22 11/B" --- 2xv "2 SPF STUD,' lZ;l 0/c 5� TQ �_ 5PH4/6/8 +s 32"o/c 3'a d NA FROi"( T45 INSTRUMENT m TOP IE TO HDR SWEATING IN THE EVENT TOE CONCRETE II 1I C� 7ATCA.RATED 5HEATHING Ta CAN NOT 13E Ll�aED FOR (2)MSTA24 w/ CORNER OFPURLIN BOTTOM CHORD qF ALL 5W C.oNTRACTOR OM1T5 THE H ROOF 5HEATHING TRUSSES WITH 1x4 SYP NAIL THROUGH A.PA,RATED SHEATHING WPAHp22 EMBEDDED (9)1041/ENp/STRAP m EA GARAGE OT{-1E}� WO � LjN�Iw<r✓rJTRUSS-TO-}E CONNECTOR SEE ENp OF HEADER UN.o- TRU55 SCHEDULE POR PRE-ENGINEERED ROOF PERPINDICULAR TO TRUSSES m INTO NO.2 SYR FRAMING W/841 AT 3" 5TRARS, IT 15 AGCEPTAEILE ALIT!-IURIZEI� E3`� TI-4E CONNECTOR, TRUSS OR RAFTER 24" O/C w/(3) 10d NAILS AT O,C.AT ALL EDGES AND INTO EAGN PLY TO SUL55TITLITE (i)M5T4I 11 II t2 SYP DSL .70P PL.(SLOPED) ENC->INEER UJITI-40UT EACH TRU55 - UN.O. OF EACH DOUBLE INTERIOR PLAITS, IZ" SERIES FLAT STRAP PER WALL 5HEA7HINls SHALL 13E 1/16" •SWEATWIN[:N"ONLY SPF STUDS _ I OZ.ELSEWHERE. WPAHp22.FACE MOUNT THE A.P.A.RATED 5HEATHING WITH 8d I I COVER LOWER_f'�_DF to(F ieT INFRINGr=M5NT OF L5G.4L, ul f l STRAP TO THE FOUNDATION NAILS AT 3" O.G.AT ALL PANEL A55EME3LY IFr F-IGNTr5- ALL EXTERIOR WALL SHEATHING EDGES AND 8" OG. IN FIELD Al fE ARI: P�cPr lllb" A.PA.RATED SHEATHING WITH SHALL BE '1/1611 A.P.A.RATED 5PH4/6/8 m 32"O/G Og FOR OTHER UPLIFT HARDWARE WITH EITHER l4)I/2"� 1 WOOD-The RODS m 4' O/C AND CONNECTIONS,SEE TYPICAL EPDXIED ALL THREADS W/ (TYP-U,N.O.)- 5HEATHING PANELS II II NAILEp_T_�TUER 841 NAILS m 6' o/c ALONG ALL PANEL 1 . (2)2x4"2 GYP TOP 1E. FAS N W/ SHEATHING WITW 641 NAILS AT 6" SHOULD SE ORIENTED e)TRt155 CLIP?S/ TRAPfz EDGES AND 8" n/c IN FIELD. BLOCK (2)ROWS 1041 m 12" O.C.(UXOd MIN- O,G,AT ALL PANEL EDGES AND w/3x3x1/I" WASHERS. WALL SECTION AND TYPICAL 4 1/4"MIN.EMBEDMENT OR fiRE PESCF?IF�T'ION HEADER FRAMING DETAIL. (16)3/16"0x 1 3/4" TAPGON PERPINDIGULAR TO FRAMING ARI: A7TACI I TO PoTN fi'!5 I/2"GYP ALL EDGES(CONTINUE 5TUD5 1514EA7HING _ 24" LAP W/(12)1041 IN LAP-SPH4/6/8 8" O.G.IN FIELD (TYP U.NAJ. FOUND TO UNDERSIDE OF OUTLogK> R5) m 32" O/C r ANCHORS.FASTEN STRAP TO MEMBERS,U.N.O. J i _ • A WOOD TIe ROp5 to 6' SHEATHING PANELS SHOULD BE I/2"d x 4-1/2" EMBEDMENT WEDGE (272x4 "2 SYR AT DOUBLE INTERIOR TtRUSSES/RAFTERS 5HEATHING TO BE ORIENTED PFRP. -- O/C W/ 3x3x1/8" WASHI=RS- ORIENTED PERPINDIGULAF2 TO ANCHORS O$EPDXIED ALL SILL (TTP) 51LL5/PLATES/BLOCKINCs,NAIL STUDS W/l20)Ibd. JACKS PER PLAN II II 1O FRAMING MEMBERS,UN.a. FRAMING MEMBERS IF EXTERIOR „ 11 / RAFTS -Tg-� r7e-) CTOR6 FINISH I5 STUCCO,UN.O. THREADS Sit 32 o/c W/2x2x1/8 FIRST PLATE TO SECOND PLATE W/ MIN.3 KING STUDS EACH CEILING WEIGHT vAR1E5 WASHERS OR WOOD+Tie RODS g (2)ROWS 12d COMMONS AT B' o.C. SIDE OF OPENING WHEN 11 "2 SYR PT BOTTOM fE w/ 4"o/c.WOOD'Tle RODS mL _fU Pl REIN t3(OTTOM G�IORD OF _V1 LENGTH CONNECTOR 4HPA14D22 W/(23AI ,d TO USING 2x6 FRAMING,5 ICING ALL TRUS£5lr5 WITH Ixd 5YP SPH4/6/I 32' O/C INTERIOR SWEARWALLS ADD 51p1 PANEL HEIGHT TO STUD ASSMEBLY (2) STUDS EACH SIDE WHEN II 0-1' (I)HS,H$,141�,qa M7512 WOOD'Tfs RODS ,@ 6' O/C. � EITHER 24"c/c SHOT PINS•o9 I(od WIDTH REQUIREMENTSTRUSSES TO 2) �..l - _--_.,- V2" ANCHOR BOLT AS (2" MAX.FROM and NAILSi AT EACH TRUSS - 11 11 R--,� M5TA24 W/(0)10d -_ _ C2)15'S DR HI'S 1/2"0x I" EMB 3D AB.w/211x2"xl/I" WASH CASE HARD NAILS e I$"o/c. ANCH BOLT(5J h(Ft) MIN w PER SIDE OF OPENING USINCs 2x4 FRAMING U.N.O.UOI wOOD'Tls RPD Q -I4 C1)W16 O�2-MT512 AT 32" o/c OR 1/2"0 WOOD'Tfe RODS ,w � ORS T PIN5 R' 2'-I" PER TYP.WALL SECTION, JAGK/5TUOS) U.N.O. 11 II NAIL5/ENp EA.SIDE OF /a' Cl(-- W/EITHER SHOT I-INS w 24" O/C "2 SYR PT BOTTOM IE PER TAIL E/STI 6• 1'-e 1!2" 11 II 11 II EA.STUD ABOVE > I4' SEE PLAN - - OR trod CASE HARD5 m 151, OIC. � 11 4 5LA5 W/8 x8 THICK- 5' I'-5„ •HPAHD22 NOT REQ'P II II JACKS�' AND SHORTER MAY = 4' i'-2 1/2" HEADER I JACKS To JA (4)1041,D LIEU OF - $ 4 ;; 71415 OCATION IF CONT riNED EDGE WDOO FINISH II II HEADER 1} TRU55-TO»fE? GONNEGTIaN ¢ it °" . " WALL LENGTH ?TL' (SEE UNDER DOOR (SEE DETAIL 6/572) II II w ° FINISH �-DE ' TYPICAL PEAK- TO II': 2x4 STUDS / _ % GRADE TI I—I I I—I 11-1 I I--1 I I _____________ I I—�1=1-111-LIlLiz-;-I I, 70-STUD, I"�`I�Q• , '.4 a �" - "'- CONNEDIONSB- 6 x 6 - WI.4 X WI.4 W11IF ALL CONCRETE MINIMUM TO 14': 2x6 SPF"2FINISH � • ' t oR FIBERMES14J _ j - --- ---- _ 1jI II TO IFr': 2x6 SYP12 CsRApE ;� .• \`e _ 2500 PSI COMPRESSIVE =111=III-III=1 I1-=I _ � =I1 -111��!•- STUD-TO-SNOB, lE 16': 2x8 5YP*2 WATERPROgF BARRIER - _ STRENGTH m 25 DAYS.' -1I I=111==111=11 I�7 �_�_ ^_ _jj(_ 1 11-�I 11�-1I ISI I - ' SHOE TO-'r"DUNPATION „ FOOTING TO GEAR ON UNDISTURBED 501E 147722 W/5/8"0 ALL -" -1 �=I I IW!J-I 1 I-tI 1- �=1 - I J'I I.,j 1= EE 1' 11 111 FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 1/2" 1-111-11,f " _I I 1 _I 1=I I I I 1 I-11 I- �� I!1= NOTE: MASONRY STEMWALL MAY BE U5150 IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR WL,T,IF USED,WITHIN 8" OF EMBEDMENT)(TYP) �Y"Tr I---I I I-� T-'' .01�1 {SEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AMID DIMENSIONING OF FOOTINGS. D 1-4 T ITI N M T T WODIT_Is ANGe - RING RQD� - F' �Tl TYPICAL WALL SECTION 571 5W5 SPECIAL 5NEA RAL DETAIL_ 5T1 YP C C� R GDOOR OPENING DETAIL5T1 G45LE END 5ALLOON. FRA' ING DETAIL11 �A s� 1/211 z 1'-t'1�11 ;amu = ;t_Ou 1/21' = i'-011 1/211 a 11.011 ' ' - . er., I I 'SWi a SW SWEAR WALLS REQUIRE MIN,48" OVERLAPS " First o Wa rce I //T/ //////////// A I 4 z 5Y our D W/MIN.(241,131x3"NAILS m TDI?PLATE SPLICES OR(2) •OVERHANGS <16" m 24"o/c W/(U 145 m EAGW o f J a c k s o n v i I I e M5TA24'a W/l9)10d/END,CENTERED ON EACH SPLICE. OUTLOOKER TO TOP CHORE) OF GABLE TRUSS APPROVED TRUSS•TO-M CONNECTORS STUD WALL SPECIFICATIONS HEADER PER 5TRUGTURAL K L I` -OVERHANGS 16" 7 24" m I6"c/c W/(2)145�EAC � ` UPLIFTS 7 UPLIFT(L85) CONNECTION - - OUTLOC<ER TO TOP CHORD OF GABLE TRUSS '�0-_465 !I)W5 W/!4)841/END---- - 1000 SEE fc 147,(Fr) STUD SCHEDULE - ® PLAN OR TRU55 LAYOUT GJT1ra. T1 BLOCK SWEATHIi+IG E[pGES _ STRUCTURAL 0-9'-1 1/a" 2x4"2 SSPE,rraTU'59 m I6" O/C_ NAIL THROUGH A.P.A.OR TECO RATED SHEATHING WITHIN 4'OF GABLE 7-RUe5 0.145 (I)-JA-w%C5)iPd x 1-Imo"/ENLJ� PLAN- 0-10'-I 1/8" 2x4 12 SPF 5TUD5 A_12°O/C G'I I# INTO NO.2 SPF FRAMING PER SWEAR FASTEN SHEATHING To FRAMING �I f 465 530 -(2)H5 W/(4)Sd/ENQ/EA- 2x4"2 57P 5TUD5 m i2" q/G SLU WALL TABLE. AT 3"/6" O.G.W/bd NAILS, '145-100 C2)WS U1/C5)1041 x 1-1/2"/END/EA. 0-II'-1 I/8" A.P.A.OR TECO RATED SHEATHING FASTENED To (2,1•15TA24 W/05)10d /END 5UILT-UP OR BOXIFID COLUMN MAY 2x6 412 SPF STUD$ m 16"O/G FRAMING PER SWEAR WALL TABLE FROM BEAM TO P057 E U5 I I U OF 4x4 O 6Xro. O ICDOPJ _ 11)WI6/HI6!6 IU/(10)Imd x W12"TO TOP P�_�-__.W 0 HT1/g 2x6 125PF STUDS m ICS" O%C SHEAR WALL CENTER STRAP mJOINT - 0-1000 (1)MT512 W/((l)10d x i-1/2"/END (BLOCK PANEL E E5J A.P.A.OR TECO RATED - -- '1/Ire" A.P.A.OR TECO RATED ad COMMON HOLD DOWN m ENDS IN ADDITION UN.O.qK STRUCTURAL !4)•131x3" E END SHEATHING To MATCH "0 SHEATHING ON ROOF DECK PURLIN BOTTOM " NAILING TO TYP.WALL SECTION(A/5TI a PLAN. USE 4ply "z SYR 413 5p1y "2 SPF 2x4 NAILS m GH ROOF SHEATHING 6550 Roosevelt 81Vd, WITH ad NAILS AT 4" D.G.AT CHORD CTP ALL SPADING 0/970, Wdop'TIF ROE)MAY BE BUILT-UP COLUMN I-L,O 4x4 OUTLOOK TO TOP B. ALL SURPOR7EIP PANEL TRUSSES WITH 1x4 USED IN LIEU OF ANY SPECIFIED PT "2 5YP 4x4 POST GABLE 70P CHORD Jacksonville, FL 344 GYP DOUBLE STUDS m EACH END HOLD-DOWN USE 5ply "2 GYP 4$5ply "2 SPF 2x6 EpGF5 AND S' O.C. IN FIELD, PRE-ENGINEERED RCS coUJMN5 GREATER BUILT-UP COLUMN IL.o 6x6 ?� 2x L-sRADE ON GABLE VERTICALS A5 Tel 904.772,-61 QO PERPINDIGULAR OF SHEAR WALLS EDGE FIELD i-STORY 2-5TORY THAN 10' 9F THOSE `+ SPECIFIED BY TRUSS MANUF.(MIN.2x4+'2 Fax 904.31 -2835 (11)I-1/4" GALV.RODE TO TRUSS oR RAFTER TO TRUSSES m 24" I I N,QILS •m EACH SHINGLE TO WALLS >15' LONG:NONE SUPPORTING E SPF W/6"0% .131x3" NAILS m MAX 24"c/c). SHEATIN O/C w/(3)1041 5W 6 8 REQ'Dt WALLS C i5' LONG_ STF1,A6 ENGINEERED WOOD W U NAILS AT EACH STpAP / TRUSS - U.N.O. HEADER KING 5TUD5 MAY SERVE !2)bPHa/6/8 W/ 1/2"�x _ / PRODUCT: USE PT .N A5 DBL STUDS AT THE ENDS OF 4-1/1"EMBED EPDXIED I� SYP 6xo POST, (U.N.O. _ w _, _ GABLE TRUSS (2)"2 SYR TOIL 1E. FASTEN W/(2) SHEARWALLS ALL THREAD a 3x%cl/a" ON STRUCTURAL PLAN) (({�j ROWS 106 12"c/c,(UN.O.)MIN,24" LA 5PH4/6/8 32"o/c '� WA5HER WITHIN 3"OF (2)"2 5PF 2x4 r' EA-CORNER N CLIP END OF LATERAL BRACE TO GABLE �Y X/ TRUSS-TO-IE CONNECTOR SEE W/(12)10d IN LAP. L0000'TIe RODS W/ STUDS/SPH4/6/8. ' 21x4 B INC T MI PA ND T I 11..0,4x4 POST.(3)*2 5F- Q BOTTOM CHORD WITH(2)H5 CLIPS, „ TRUSS SCHEDULE FOR 311x3"xl/b" WASHER m 4"olc ' 2x4'5 m CORNERS DIRECTLY 9 A R POINT OF GAB E "X" —AII GONNEGTOR SWI 3 a (UWTT22 W/5/8"0 x 5-U2" C3)G516 BENEATH BEAM WHEN 6x6 15 G'3 GE5 INWA IN.8' 4 AT H EA GABLE BOTTOM CHORD TO TOP FE W/M5TAI8 SPF STUDS 57uD5 PER PLAN POST ro SLAB CONNECTION -� EMBED EPDXIED ALL STRAPS REQ'p. pJACENT TRUG W/(3),131X3"NA STRAP W/(l)1041/END m 48"a/c OR.131x3" TOE II SPH4/v/$m 32"c/c THREAD. WITH ABU44 OR A1/4" E W/ I � X "X" LING S G NG: m � - _ RAfrrTER-TD,-tE COh1jNECTo�S .' OR WODp•Tta (12)1641 u� I/3"0x4 1/4' EM6Ep 147716 d 5/8"0x5-1/2" N NAILS TO 70P fE 3"o/c-57AC'sGERED AS REQ'D, !2)5PH4/6/8 W/I/2"0 x 4-1/4' EPDXIED ALL THREAAD QR1 EMBED EPDXIED V C 4/12 PITC = a'o/c '1/16" A.P.A.OR TECO RATED SHEATHING W/8d NAILS L�NG'FH CONNECTOR RODS W/311x3"xl/$" SW2 3 a (Z 0516 (1)HTTI6 < 5/5"O x 5-1/2" 2 _ ALL THREAD "2 SYR LEDGER FASTENED x 4/12 C 1/12 ICH = 6'o/c a 6" O.C.ALONG ALL PANEL EDGES ANI? W O,C. IN WASHER m 6"a/C EMBED EPDXIED ALL STRAPS " r+ 7 1/12 PITC 4'o/c �-- -4 Qa,l' (I)145,14$,1416,D�MT512 THREAD W/3x3xl/8" EMBED EPDXIED ALL -'- EACH OL To 16 o/c STUDS w/.191x3" C2)H8'S OR Pals_� +STRAPPING, IE WASHER.' LZTHREAD, _- _ ALTERNATIVE AS GUN NAILS m EA STUDIF FIELD. BLOCK ALL ELE BT(CONTINUE D)wATHING 1'<I4 - 11 NOTES: V U SHOWN ON (TRU55-74-LEDGER r0 MIDPOINT OF GABLE BOTTOM SWORD) I� __ f STRUCTURAL PLAN. CONNECTOR SPECIFIED (I)HI6 dff MT512 CONNECTORS,COP'5, 1) 5/I6" HARE)I-PANEL IS PERMITTED AS SUE35TITUTION ' c . ° . o I BY TRUSS ENGINEER) � III SEE PLAN Y-� A06 AND/0 WOODITfe FOR RATED SHEATHING ON EXTERIOR /\/ vo \/\/ \/\/\/\/\ 1 BEAM ABOVE IF FIRST OUTLOOKER 15 MORE fl-LI RODS ARE NOT REQ'ID WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. \// / /\//\//\//\//\//�\//\\//� 2x4 "a 5YP LATERAL [SRAGB AT 4B"o/c- THAN 32",Fi�OM FASCIA,USE JAGIC5 1' AND SHORTER MAY A.P.A.OR TECO RATED � INTERIOR NOT RING //\,� \\//\\/l\\//\\/�\ 1 Tll6" A.P.A-OR !3),131x3" NAILS THaROUGH BRACE INTO (2Y1x4'S m FIRST OUTLO R GN1 YC� US f4)1041 IN LIEU OF SHEATHING OVER SPF 5TUD5 72J OPENINGS IN SHEAR WALL 5) GMENTS PERMITTED ONLY \/\\ "I, /\\/\/�\/ TECO RATED EAGN TRUSS SarrroM cNDRD. EXTEND Tl SS-TO-IE CONNECTION DNLY FLOOROROIADS. AL SECTION) HOELLD DBo E 5 �T�UAN ON THE FRAMING PLAN. REFER To DETAIL ��I\/\\\�\j /t\ FOOTIThIs ISEE FOUNDATION I SHEATHING Gd / EVD"O�IRib,G 6EwI�5)NAIL mLEA STUD._ E3RACE To FOURTHI INTERIOR TRU55. ( � � raTuP WALLS WITH BRICK VENEE(2 FOOTING r(SE=E TYPICAL W L SR TI N) �/1 1 NAILING - 4 SiDES RV" 11-1241_-.2x8 w/($)NAILS m EACH STUD. M5TAI8 STRAP m ,' PLAN FOR SIZE) c7RTION: SECURE BRICK VENEER ALL EXTERIOR WALL aHEATFIING 3) 147722 SPECIFIED FOR SWI MAY ESE SUBSTI7U7ED WITH 1 RV 242 1862 2X12 w/Ci2)NAILS m EAGW STUD, 4$o%QR J31x3" TP WOOD FRAME w/GALV-TIES'm 02 5YP BOTTOM fE w/(2)ROWS OF 1041 SWALL SE T/16"A.P.A.RATED I HPAHD22 W/(23)1641 ^ 17 �- TOE NAILS I6"c/c HORIZONTAL d 32"a/c NAILS 12"o/c,STAGGERED. SHEATHING WITH ad NAILS AT 6" TYP. PO�CN POST $ I ,`r1 T- E30XED VERTIrA.1 O.G.AT ALL PANELEwDGESAND SHEAR WALL_ A55EMELY DETAIL BEAM FRAMING DETAIL I COLUMN DETAIL TRU55 LEDGER DEAL sTI GAME END 5RACING DETAIL W I O.G. IN FIELD (TYP-UN.O.). 3/4"TIG PLYWOOD - SHEATHING PANELS SHOULD ESE STi 1/2" � i'-On 1/2"-1'-O" 11 1- 11 n_ t_ 11 It ►NAIL SHEATI41NC-TO BOTTOM P- 6"/6"G/c 10d NAILS a GLUE ORIENTED PERPINVIGULAR TO 1 1/2 1 1 - 1 1/2 �' 1111011 .ANP 15AND, BOARD PER REG-D W/LIQUID NAIL OR EQUAL. FRAMING MEMBER5 IF EXTERIOR _ II I'SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,UN.O. (2) ,131x3" NAiLS/TOE-NAILS FROM 5TRAP ACRo55 JOINTS N -- AAILER TO PDR OR JACK STUD, -----� TRU55 TOP CHORD WOODITIE ROD p3A�lp BOARD W/(Id157A24 USE 48" STRAPS I.L.O.ILOII U1/lO IDD NAILS/ENC) 5PECIFIEp 40" STRAPS SECURED TO BE FROM A NTT�I6 W% �� ` `�" HORIZONTAL 1x4 SPF '2 •' IF LOOK DEPTH fE 16" Na)16d NAILS,MIN. �•• J' \\ (NOT REQ'p WHEN USING HEADER PER OLOCKING BTU)N TRU55 BEAM SECURED VIA IIIOOp'71E ROE) 4 �1 NAIL SHEATHING TO TDP ff (4)10d m KING WOOF-TIE ROP THROUGH (i)HTTI6 W/(IS)16d (MAY BE ROTATED PER REQ'D SHEAR WALL WOOp'TIE RODS) STRUCTURAL 11 STUD-TD-HEADER, L CONT 2x4 (MAYBE OMITTED IP (U M5TAI6 15 USED CENTE'sRLIN,45,EOF SEAM w/ _: 180° TO CONCEAL FLQNrsE> W- -7, 0 EDGE NAILING PLAN EACH END AND FROM BLOCK To BLOCK ACROSS EA,TRU55) 3x3xl.i/I" wASWER a NUT, ,ATTACH 2ND FLOOR 5TUPS TO FLOOR TRUSS OR I-JOISTS O EACH PLY, 10d m 6"a/FROM ''/ -_ 0�j a- q UPPER FLOOR STUDS TOL LOWER A.P.A.OR TRC0 RATED CONT.2x4 O �/�•° t1 H LH Ir T FLOOR STUE)S OR FLOOR TRU55-TG]-fR AND BEAM W/40" LENGTH (48" IF FLOOR STUDS" L NGTHR FLOOR SHEATHING W/(1)ROW OF BLOCKING , - �A FLOOR DEPTH IE 16")OF CSI (2)"2 SYR TOP IE, BEAM WITH AIR LENGTH OF G516 Il'_ HEDU .E OR SPACING ATTACH FIN OF WINDOW 8d NAILS 3"OZ,AT TOP HORIZONTAL 2x4 SPF "2 GTRAPS m 32"4/C W/(1U 10 -'� FASTEN W/(2)ROWS 1041 STRAPPING w/lii)10d/ENp. CONN5 L.E FOR SPACING WEND (CE"NTErREP ON FLOOR 12"c/o W/MIN.(12)106 IN CENTERED ON FLOOR SYSTEM GONNEC1iOR C5NEE7 571) TO PDR / NAILER (INTO SE'S)AND BOTTOM r BLOCKING BTWN TRUSS -� � SPF STUDS Og WOOD'Tle RODS m 4'o/c. (INTO HEADER),NO 5RW'S I i 4 I SYSTEM)OR U411 WOOD'Tle LAP(U.N.O.)MIN.24" LAP 2X4 "2 SF'F NAILER II REQUIRED W/UPLIFTS UP ROOF SHEATHING _ rs-NN ' RODS m 6' OIC(4' 0/C TO 1000"/TRU55, IF TRUSS WOOF BEAM V _, 1 ,fitALL JAG;KS TO HEADER: JACK AND KING STUDS, � INTERIOR WALLS). CONTINUE SPF 5TUD5 UPLIFTS EXCEED 1000, UANTITY/SIZE/GRAPE/SPECIES A.P•A,OR TECO RATED M5TAI$Uil/(6)1041 IN QUANTITY PER GALLOUT II EACH TRUSS MUST BE CONTINUOUS 2x4 SPF n UY(3) CJT) � WOOD*TI P SAM CONNECTION ALTERNATi�/ 5 5HEATHING OVER 5PF STUDS 11 HEADER!,(6)104 IN JACK ON STRUCTURAL PLAN. CONNECTED TO THE 131x3" NAILS TO EACH TFRUSS OF STUD COLUMN SPECIFICATION J 11 HEADER,SEE 51 ___ ___ c__. _ VERTICAL a m 6"o1c,13II,:, ;/2n _ ;t„On ON'S7RUC7URAL SHEET(SI OR "2 5YP PT BOTTOM iE w/SPH4/6/a a 1/2"0 x 4-1/2" EMBEDMENT WEDGE _ -_- _ -, -- __--- _ -- --_ _ -y $2)THROUGH FLOOR SYSTEM TO 32"O/C.OR WOOD•Tle RODS m 6'a/c. ANCHORS gR EPDXIED ALL BOW WINDOW ENGINEERING SHEET. TRUSS TOP CHORD J NAILS TO INTERMEDIATE L.� ;- FOUNDATION AND ADD CU CS16 THREADS m 32"o/c W/2x2x1/I" BLOCKING.ADD (U i"I5TA18 ED OPTIgN FASTEN ADJACENT (3)ROWS OF 1041 NAILS PER PLY ACROSS FLOOR WA5HER5 OR WOOD'Tle RODS m • STRAP W/(1) .2x4 D a EA• (i)ROW OF 10d NAILS m= - �ll KINGS AND JACKS w/(21 _ 8" O.C.,STAGGER?=p A5 i(s- 5Y5TEM (OR.WOOD•Tie RODS „ 4"c/c.WOOD'Tta RODS m FASTEN ADJACENT KINGS II SPLICE (CONT.2x4 MAY19E - - CONT.TO FOUNDATION). 1/2'0x1 EMBED A.B,w12'x2'xl/8' ROWS OF 1041 a e"O.G. HEEL/ENP VERTICAL ; OMITTED IF(I)M5TAI8 15 USED + " cv : z SHOWN,EA PLY. WASWER AT 32"o/c OR 1/2"O WOOD-Tle INTERIOR SHEARWALL5 ADD AND JACGKS W/!21 ROWS OF 7RU55 4 1 OF STAGGERED,t RODS 6'o/c W/SPOT PINS e 24"o/c EITHER 24"o/c SHOT PINS 4R 16d OF 10d dm $"O,C, U100D'TIE ROE) ADJAGI �1T FROM BLOCK-Ta F3LOCt: T n 1/4" OFF OF 2x6. a llo OR S CASE HAIRDO m PING/o GA51 HARD NAILS m IS"o/c. I� 70 KING STUDS EACH SIDE 4 ACROSS EA,TRUSS) CI)ROW OF 1041 NAILS 6" O.G. OF OPENING ] BAC ' $ STI STA66EREpI WITHIN 3/4" OF v i 5/�" s i W " �� J ALL JAGkCS TO BOTTOM Il 1/16" A.PA.OR TECO RATED CENTERLINE OF 2x4 2 i/2- , - OPENINGS GREATER THAN 51-15ATHING W/6"/a"o/c Id NAILS o lE. 5HP4/k6/8 PER JACIC� BLACK ALL PANEL EDGES. 0 <� �� �� .' r- e . v 1. °a . ANCHORS AO48'/OZ,OR / / _ ° FINISH o / 9 e . °i a 1/4"O TAPCON6 AT 32" O.C. a _ GRAPEI _1 4 6 x 6 - WIA x WIA WWF- - I A - I II y 1 1/2''r e " It h OR FIk3FR`1ESH 11 I4 6, . . 4 WATERPROOF - TRU55-To-e CONNECTOR: DOUBLE TOP fE OF WALT_ a " BARRIER - ,ALL CONCRETE MINIMUM SEE TRUSS SCHEDULE FOR DRAWN YE5 2500 P51 GOMPREav51Vl; DOTING(SEE TYPE (DTL A e B/STI) GI-1EGK1vD I� FC70TIhICx TO SEAR ON UNDISTURBED 501E STRENGTH e 25 DAYS.' TYP FOUNDATION 2" i j/$" DETAILS) � - 1 i/2 .z SIFF OR SYP 2xh NOTE: (IF USED)WITHIN VI RY O F3EARIKG WALL `ANDS AND WITHIN all OF DOOR OPENINGS FOOTING. iNSTALi- ANCHOR IN BEARINGLTS 57UD5/SHEAR WALL BUILT-UP COLUMN 5GALE 3/ire WALL5, SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. 'I SF'F OR SYP .2x4 PLATE WGTS, Lip TO 1/v'-1 1/$" 112 SPF OR SYP2x8 P `r IT NA M T N T 'T AN N I 5RACING OF TRUSS I--1EEL5 5UiLT-UP COLUMN BUILT-UP COLUMN DATE S/..''/rd S�1 MULTI -STORY TYPICAL WALL SECTION 571 � T1'F='IC.4L Oiw'�NINC� F ,41~11NC�r D�TAI - U.N.A, sT1 (OVER 1(o " TALL) AT SHEAR WALLa PLATE HGTS, UP 'TO IT-1 }/8" A67EKWALL 6115ATHuG-a po5 w MIN Od of PL1E5. PLATE HGT5. UP TO 20'-1 JOB JOB NO- STANDARD I L �� 12" O/C OR GYP5UM-TO-PO5T W/MIN Sd'a m 4" O/C 1/2" - 1'-0" 1/211 = 11-01' 1/211 1'-0n •TY ICA oNN cTloNl 5ru 5G2FT, DETAIL coLur-Ns. JAcI-TO-1 It( STUD MULTIPLE 1`'L Y 1~'O5T C ONNECT I ON5 A5$EMPLIE5. CORD �1=O5T ETC. 11 1 11 "� � TOP PLATE MAY BE 1/2 1 "� 1 r �' I full 11,'11/J r t TRU55 BOTTOM CHORD MAY ,a // BE BRACED WITH EITHER (1)WOOF-TIe ROD ADJACENT TO STUD POST IF PORCH BEAM IS NOTCHED To ALLOW PORCH ( '' ` /// THE Ix4 METHOD OR THE CONVENTIONAL LUMBER(2x5,2x10,2x12,ETC). (1)W'OOD'TIE ROD BEAM 70 ESE LET IN TO `� N 1 a?5, BLoGICINca METHOD. EITHER ADJACENT TO EACH SIDE OF POST IF PORCH BEAM 15 WALL PROVIC>E t7 714A7(U )� � ° l ROOF SHEATHING SUPPORTED EDGE METHOD 15 ADEQUATE AND ENGINEERED LUMBER(LSL, LVL,PSL,ETC.) 2x4 02 SPP POEiT 15 ADDED DETAIL TO BE FOLILOWED AT ALL The WOOD*Tie Anchoring Hod System consist of vertically oriented''/2'diameter,A307 threaded steel rads ��f. °�. ,,,4 4,-. •1 � NAILING PER PLAN FOES NOT DEPEND ON THE TO EACH SIDE OF PORCH , dr �' } j LOCATIONS WHERE;EXTERIOR WALL secured to the foundation via an embedment of not loss than 4-1/4"into 2,500psi concrete with an edge y sr OVERWANG DIMENSION. ./ RUNS BETWEEN TO PARALLEL TRU5SE5. � !'1 2 ,.; • - SEE TRU55 ENGINEERING FOR MAX BEAM TO SUPPORT TOP fE. o/c SPACING OF BRACING-SEE IN ADDITION,f U WOOD'71e distance oft"(3"when 2x41 framing is used)and secured wlth Simpson AT Acrylic-Tie two part epoxy,or ti 4'•1 O 2 2 a PORCH BEAM MAY BE NOTG14Ep ROOFi/FLoOR N GYP X CONT.TO TRUSS AROUND TOP LATE PROVIDED oA,-, '91 FGR ADDITIONAL TRU55 R P E `) ROE) SHOULD ESE INSTALLED othertwo-part epoxy with equal orhigheraliowable,tension loads fertile identical application two-part epoxy. =a_) 4- t , 1'1 [� '.`� TOP PLATE w/,131x9" MATCH TWE TOTAL DEPTH OF THE GRAM 15 ❑ The rods,a single,continuous rod or rod se ment5 coupled to ether,culminate dir�`nst vbrticalltmovcmen �-* ••1,e U , ,,•ems � - � •it 11 1/4 MARC EDGE NAILING SPACING OF GRACING INFOt�-fA71ON, ' -1 L p P W TO EAGN GID. OF PORCH v $ k, " .- TRUISSE5 8 P g y top plate iV-. r �+ �/ E)EAM ANE) (I,)M5TA2d with a 311x3"x lOga or 1/8' drrclC steel washer and nut whom it secures[hc plates ag A BOTTOM Cl-IQRD OF TRUSS r PA 5 /4' UNLESS NOTED ON TOE The nut should be ti htened until the washershows the slightest example of deformation(about 25 lb ft of ' a I . ✓ i( :) UP 70 A 2x12) SHOULD ESE <eTracwED TO ;. r � � r SWEARWALL SHEATHING STRUCTURAL SHEET Sl. (1)SIDE OF E,4GN TOP IE torque), At exterior walls,one WOOD*Tie rod should be installed at each comer post-on the side ot'the pose t +., t- U b 00 If (EITHER 6'o/c OR 3'a/c). �''.y r �/ Ix4 STP CONT GRACING CENTERI»C? o1N THE JOINT, wi h the overlapping upper-most top plate-and at not more than six feet on center there atter.Openings,l')1 r' ?". �t wa f�/ =.aj ` SHEATH TRUSS CLOSEST To Q9 w/(2)I0d TO EA TRU55, 2X4"2 SPF greater than six feet in length should have one WOOD*Tie rod placed at each side of the opening.At interior � , <- ��T t �� " LEDGER w/ * A p y � '•.....r•.. ('J ti \� INTERIOR WALL W/1/I6" A-PA.ORS` DO NOT SPLICE - OVERLAP (4).131 X 3" walls,one IVOOD Tie rod should be installed at each comer est-on the side of the ost with the �� 1 ��r• � =J11 TEr"•,r0 RATED SHEATHING w/Bd tD 3" ,4 JOINTS MIN(Z)TRUSSES NAIL POS•r TO TO EACO overlapping upper-most top plate-and at not more than four Feet on center dtereafter. Additionally,if no �)/,l t`QnI��4".� \N ii.y t �;•. qD.AT ALL EpGFS ANp 12" O.C-IN IKTERSEGTING other hold-down is resent a WOOD rod should be placed at each and ofeach shear wall segtuentifthe ///!/lll�l j�1111111\\U\ ", THE FIELD BLOCK ALL EDGES PORCH H�':ADER p p g• r5 g ,�k. VINYL 5OFFITf TRUSS end of the segment fines not coincide with a corner or o eriin For two stv walls,walls over l 1 hi h or , W/(I)ROW OF g (MATCH NAIL PATTERN SPECIFIED 2x4 "2 SYR TOP f>? 131x3"NAIL-fi m 2" Ml=ME3FR - certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to 1 ' I FdRv SHTN'G m ,SW BELOW). SWI AND 3/a" APA PORCH BEAM, Z O/C. USE WHEN (3),131x3' join two or mate pieces ofrod together to create a continuos path from top plate to foundation.'fhe coupler . , , r� I SW2 WALLS ONLY. SHTN'G w/6" 5EE NAILS 0 j p ,` 11 EDGE OF 2x NEED NOT BE 130TTOM should be low-carbon steel with a cross-sectional area of not less than.20 square inches,ideally I1/4"long X 51- E ET "' STRUCTURAL EACH FLUSH W/FD sri Of-- Top,fE. FASTEN 50PI-ITT TO Ix4 NAILER w/r2)1041 o/c 641 CHORDS ON HIM".C".Each rod should be threaded not less than 1/i'into the coupler and the two rods should make contact at A, 'T OR ad TO Ix4 SHEET 51 FOR Zx FASCIA OR: a EA 16" O/C STUD TRU55 OR MTL FASCIA TFHRU. 1�" MAX VER Ire ' HEIGHTSEON NAILER 4 2x MINIMUM 51zE. LEDGER or near tits middle f the coupler and be tightened so as to prevent Ute movcrrtvnt o£thc couptcr or either SOFFIT TO 2X FASTEN CHANNEL TO FRAMING, FASC:A 51ZE SPACING/REQUIREMENTS- TO threaded rod. -" 7 ` FASCIA w/ SIDING OR MA50KARY vENEER w/ 5PIp1=G IOFAt terior x APPV'D NET O.H. APPv'D FASTENER5 MAX m eo" o/c. ET O.H. 19LOGKING- wall.Ali additional owPA oof 8d cis(6d with FIardi Panel)should be placed at 6"o5116"Flardi-Pariel should be1cintothe top plateto one side ofthe ," FASTENERS m WALL. SWEARWAE_L, (SHfwATWING a MAX 6" o/c. (3)•131x3" assembly}naddE PP to any other Halling specified for securing the sheathing to the frame. ?r• OVERHANG DETAIL FOR TOENAILS m f i-• ., GONNEGTORS PER PLAN � EACH At exterior applications where the PVpODwTiAnchoring Rods are used;a)resist roof uplifts,b)resist �� �, ; :. OVgWANCYS OVER 16 -NET overturningmoments,c resist lateral wind loading(perpendicular to the wall and d distribute shear-wall C7 f D CH c N'G NOTE STUD POST - Iply 2x4 "? SPF POST 2x4 "d SPFV BLOCKING TO loads(parallel to the wall),additional intermediate shear connectors are required.The intermediate shoo OVE Pl N6 TAI Fd SHEATH PORCH CLN'G(5)W/ PER FLY OF PORCH BEAM FOR (BLOCKING e TOP PLATE connectors may be either'1/P diameter X 41/n"embedment threaded/epoxied rods or%Z'diameter X 4" 1 OVERHIANGS TO 16" NET 3/8"APA- RATED SHEATHING CONVENTIONAL LUMBER. 2ply 2x4 24" O/C, / OF EXTERIOR embedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near tnid-points between WOOD'rTie 11 -I�L w/6"/12" o1c 6d OR 8d NAILS- 02 SPF POST PER PLY OF PORCH WALL. Anchoring Rods,but in no case more,than 48"from any two anchor combinations;or'A"diameter X.1'/a' BLOCK ALL PANEL EDGES. BEAM FOR ENGINEERED LUMBER EXTERIOR-' embedment TapCon anchors or.163"(or larger)diameter X i%x"embedment power-actuated fasteners, WALL located at or near third-points between WOOD*Tie Anchoring Hods,but in no case more than 32"from any 11 "I two anchor combinations. NOTE: CONTINUOUS WOOD BRAGING _ �,- THIS INTERIOR SHEAR WALL DETAIL I$ INTENDED FOR U65 IN AREAS WHERE THE SHEAR WALL RUNS PARALLEL To THE TRUSSES, THIS 15 AN ALTERNATIVE TO At each side ofthe shoe plate joint,any one of the four intermediate shear connectors outlined in ha �. CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF PECKpreceding paragraph may be used W secure the plate and prevent horizontal movement,The shoe-plate joint IF THE HOUSE 15 TIED VCWN USING ��jj /•� �/ /� �"' C ' I CONvEKTIONAL STRAPPINrs,RI=FER N TRU515 BL0C<N(f% festenpical aximunall wibin6"oonloaint. 11,1 (�( I'PI /p� �I� BEAM TO ff' T L,i D �4 The typical maximum allowable tension load for each unit is 3,675)!at interior locations and 2,94311 at st1 ALTERNATE INTERIOR 51--1�,�t�;UJAL FRAMING STI TRU55 3F�'ACINC-r Oy�RNANC-r ALTERNATIVES, STI W+r"�LL DETAIL TO PORCHE 61 H BEAM CORUCTURALNNECTION y _ ��`Y�" PORCH t3EAM GONNEGTI�aI`! 57'1 DETAIL exterior locations,when installed as designed. When a 3"edge distance is used with 2xG fmrning,the typical ,{ /�+ maxitnum allowable tension load for each unit ma be increased to 3,499#at exterior locations. _F• 1/`T" - 11"011 1/211 - 1'-Q/1' 3/811 ,- ;1-On DETAILS. - 1/211 _ ;t_®n rMMO VA b) TH15 DOCUMENT 15 AN di W W INSTRUI"1ENT OF � � ENC-�INEER'S SERi/IGE I N FOR OTHERS FOR CON- A) STRUCTION OF PROJECT 1t? W pC AS TITLED BELOW. Q -A INFORMATION DERIVED Q Z FROM THIS INSTRUMENT _J 0 z U CAN NOT >3E USED FOR uzi N p I W OTHER WORKS UNLESS U W cv Lll N 4UTIAORIZEE) 131" T14E uC z ENGINEER WITHOUT 0 Q Q I INFRINGEMENT OF LEGAL U (K 0- 11j RIGHTS. U =3 11�C z w RE DESCRIPTION z ILL- m ? z N D 1 1-21-@4 B.E.R. ZZ LH � Q z [Il 2 2-10-04 B.E.R. � ° < - cz } � 3 z o p0 % 4 Lai 28'-0" oo 0 �= m 0 LLI tZ m O O w0N 0 � Z m � w 0 ~ o N N (S) cff �n x Q uz Builders zOLx ua FlrstSource Q 111 of Jackovillo I I � � � Q99 sn Ci ST2 I E I I mma� m ,,^^ (3) HT520'5 OR (3) _ 7 MSTA24'5 g T01G TO - 2ply 2x4 02 SPF= POST _ 00 - - I w/ !2) W D•Tie R ODS. � 6550 Roosevelt Blvd. AA Jacksonville, FL 32244 u X 0) Tel 904.772-6100 l`.1 m X Fax 904.317-2835 i C`1 rr z ST2 7 I I `q �` Q0 I I z ( w I I40N �r I I A - (2) HS'S W T01 TO TOP R w/ 1 WOOD'Tie RODS 0 4' O/G. X `n `n ST2 r AT OPENINGS USE (2) 01 111V q X Q tr MT512'5 1v EACH TRUSS TO DRV La 4" CONG. SLAB REINFORCED W/ I � � cD Qfi EITHER &xh 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR I BARRIER OVER TERMITE TREATED, I Q) CLEAN, COMPACTED FILL. I I VI u u m 0 0 V a I V w N X o V 17- I I r+ j 11 5/10 I VI u ST2 5T2 I (3) HT520'5 OR (3) X 0 VI 0CO I MST424'S 6 T01G TO V i', X 10 2ply 2x4 02 SPF P05T ) V �q �� z Lu/ (2) WOOD,Tie RODS. nl I �U �w I ST2 I VI 0 0 -A VI X 0 I 4.. CONC. I V s n X SLAB in W V �n L - - - - J — 0 O Vic, z � � 5W r27216 SW ST2 ST2 zUILL 4) �{� 0 LL OCD LLI O ILI N— , fL S O �'-@ 2 l✓ �L.A�I !< Z Z/14'-@ m �[ ru L DRAWN BER 51 3/1(2_1111 1'_SCS/�I I 1= k:3 13 '.()(N -, 0 CHECKED LAP I q z SCALE 3/1(0 DATE 12-29-03 i _........- ------------------- STRUCTUAL ENGINEERING FOR USE WITH >JOB NO. Jn38al R TRUSSES BY BUILDERS FIRST SOURCE. SQ.FT. 3�8 END ZONE PRESSURES ~ MSTA SERIES STRAPS CANNOT BE TWISTED, THEY COMPONENTS 4 CLADDING PRESSURE5 - IN PSF f l r '_-t Ivren '! MAY BE APPLIED FLAT AND/OR BENT TO OPN'Cs ENI?-ZONE 6 INTERIOR-ZONES .,! OteS er rya.; r f CONFORM/ACCOMMODATE REQUIRED (spa F'05. (+)NEC:. (-) F'05. (+)NEG. (-) � APPLICATIONS, BUT THEY MUST NOT Bl TWISTED. 0.20 of 34.0 42.5 34.0 36.2 � �` USE MTS- or HTS-SERIES "TWISTED STRAPS" AT 20-50 of 32.5 40.6 32.5 35.1 Y_f3ui�ers Flrstso­orcC = PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITI4IC. FOUNDATION, PAD FOOTINGS LARGER TPAN 30"x30" ARE REQUIRED WITi4 EITHER A STEM-WALL OR MONOLITHG APPLICATIONS WHERE TWISTED STRAPS ARE �0-10m of 31,4 37.5 31,4 33.6 •.o lacknof) le �, y "s FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (FE 30"x30"), IT NEED ONLY BE PLACED EITHER E3ELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTI4 LOCATIONS UNLESS SPECIF=ICALLY NOTED A5 SUCH. REQUIRED. 100 of 30� 35.5 30.0 32.5 ��;MUltlae'i 0000$494 12omph,.B51Cd,.55GGpr,z TO 3m' �' ..• r WOOD*Tie LEGEND PLAN NOTES CONNECTIONS ` NOTE THAT CERTAIN WOOD*1 ie RODS MAY BE DELETED FROM TH15 PROJECT BASED ON THE FOLLOWINCz: NDN-LOAD BR�ARING WALLS 1) SEE SHEETS 5T1 AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR r-IET�40D OFATTACI�i"iENT %'%r�i/ll END-ZONE COMPONENTS 4 � DETAILS. ,z. THAT ARE NOT ASHEAR-WALL DO NOT REQUIRE WOOD+Tie ROD INSTALLATION. WALLS THAT HAVE BECDf IE LOAD BEARIING OR EXISTINCs C2) 2xo-) / 2 < — HEADER/BEAM CALL-OUT MSTA18 (14) 10d Commons/Tptal. 2 _lO - CLADDING PRESSURES APPLYSHEET 1 LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED 45 FOLLOWS: 2) THI5 DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5TA24 (lro) 1@d Gommons/Total. p TO WINDOWS DOORS IN _ NUMBER OF KING 5TUD5 EAGH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 HIGHLIGHTED 4RE45 - TYP. O/G WOOD�Tie ROD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC M5T48 (48) 1@dxl-I/2"/Total. ! N THE X DIMENSION ILLUSTRATES ROOF TF�U55 UF�L.IFT (LBS) LUOOD*Tis ROD(5) EXTERIOR SIZE OF HEADER MATERIAL DESIGN CENTER (5F-SDC) IS NOT RESPONSIBLE FOR THE AGGURACY OF G51� (I2) 8d or (22) 1Pd Commons/Total. O TNR MEASUREMENT OFF THE —TOLERANCES SPH4/ry/S (12) I0dxl-1/2". #@-1@@D ROD(S) � 4' O/G (INTERIOR) OR 6' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. MT512 (14) 1@d Commons or 106A-1/2"/Total. CORNER OF CORNER OF THE HOUSE WHERE - '11@@1-2@16 ADD (1) ROD ADJACENT TO TRUSS. 3 _@ X 3 _@ OVERRIDE ALL EXTERIOR HEADERS (2r1x6-v2 UNLESS NOTED OTHERWISE H ALL RE C N51DERE LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT HOUSE END-ZONE (NOT INT-ZONE) of *2@17 � GREATER CONSULT DESIGN CENTER. < I -- � WOOD�TII~ HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 (20) I@d Commons or (24) I0dxl-I/2"/Total. (TYP) PRESSURES SHOULD BE USED. INTERIOR GUIDELINES ALL INTERIOR HEADERS (2)2x6-v1 UNLESS NOTED OTHERWISE DR51GN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) l&d 5inkers/Each to Truce and Stud Column. Nip WOOD+Tie ROD LOCATION. OUTLINED PROPERLYOF SPECIFIED N EADEBR TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10d Common5 to Wood Member - 5/S" diameter or Larger Threaded Rod per Accompanying � O I I I T X BELOWNote is Page 51. 2'-m" 2'-@" HGT-2/3 5/S" diameter or Larger Threaded Rod per Accompanying Note on Page SI, > ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS A. GRAVITY ORDS: HGT-4 5/8" diameter or Lamer Threaded Rod per Accompanying Note on Page SI. RODS LOGATION5 ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLEGT AN EXACT ROD LOCATION. UNLES'� NOTED B. LATERAL LOADS: HTTI/v (15) trod Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, ro'-@" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULC) BE LOCATED AT SWO SHEARWALL SEGMENT - REFER TO DETAIL IF/STI AND/OR D/STi ROOF LOAD TOP CHORr-) _L=20PSF DL=7PSF WIND LOAD - 120 MPH CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLr7)-DOWNS PER BOT CHORD...LL=1@P5F DL=5PSF SEISMIC ZONE - I Note on Page 51. DETAIL E/STi), RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR APPROXIMATE WOOD,Tle LOCATION FLOOR LOAD DL=15 PSF HTT22 (32) Irvd Sinkers to Wood Member - 5/5" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. 5EE WOOD•Tie SECTION LL=4@ PSF Note on Page 51. • w -a s t s y �� � Builders �°°�� Builders � � BuildersA�. ,;m,, wo-o� � v'4VI/ 3 , 3 w, Builders Builders Builders ® .FirstSource �l�'PJ � �FirstSource vUYV�I � FirstSourcerl�' ,aFirstSource��'UVVIi eFirstSourcew�C� L'7 �l.Qi iFirstSource 1/l� k [61Builders FirstSource l.o`'IVL UjP L 0 T P L A N LOT 2, BLOCK 1, LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DUTTON ISLAND DRIVE 60' RIGHT—OF—WAY PAVED ED E OF PAVEMENT FIBER—OPTIC ❑ / SCALE 1" = 2D' CABLE MARKER I I 84.0 0' CABLE RISER 182 00 BY PLAT ❑ 19 47 !a, fx l 'sh CONCRETE o DRIVE cV W l 14.0' 42.0' w > l 3 Q l U) ` o p PROPOSED 0 >_ I O RESIDENCE p U0) ¢ No. 0 . 348 w I o FFE = 13.3 x l m � j ti 0 14.2' 41.8' •— Ej A/C PAD }` I O J 90. I L07 2, BLOCK 1 !�'8•• - - - � _ 84100, LOT 8, BLOCK 1 LOT 9, BLOCK 1 I I LOT 10, BLOCK 1 ' I l � I I aW J M J NOTES: cr' 1. THIS IS A MAP ONLY. o0 2. BOUNDARY AS PER BOATWRIGHT LAND SURVEYORS, INC. w DRAWING No. 82003---166, DATED FEBRUARY 17, 2003. 3. NO BUILDING RESTRICTION LINES PER PLAT. City 4t Atlantic Beat$ Planning and Zoning Deparlr nt This approval verifies eompllance* applicable zoning, subdivision and othan focal land THE PROPERTY SHOWN HEREON LIES IN FLOOD development regUlations, but doeXt �3 c0r­-1"_;te ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD approvat for" Issuance of permCirm n�rrecx with Florida Building Code and aller aQpucable PLAIN) AS DETERMINED FROM THE FLOOD local, State and Federal permitting requ!,z�inents INSURANCE RATE MAP, COMMUNITY PANEL must be verifie y signature of the City of-'lantic NUMBER 120075 0001 D, REVISED APRIL 17, Beach 6uildin� r fficial prior to the issuance of a Building Per 1989 FOR ATLANTIC BEACH, FLORIDA. Approv �'" v gni{y bevel n Date. CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DAA JANUARY 27, 2004 DRAWN BY: MCC 1500 ROBERTS DRIVE FILE * 2004-16 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET--!—OF 1 MAP SH OWING SURVEY OF LOT 2, BLOCK 1, LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA I _ mz 6 0 D;U TTON ISLAND ROAD WEST 60' RIGHT--OF-WAY PAVED EDGE OF PAVEMENT FIBER--OPTIC ❑ SCALE 1" 20' CABLE MARKER . 2* IRON (83.92' FIELD) 2" IRON CABLE RISER FOUNPIPELB3672 84.00 FOUNPIPELB3672❑ 182.00' BY PLAT Uj190 n , WATER WATER o, /s� METER METER �,`' 1.4' ,� °CONCRETE, � .z DRIVE z 9 4 I �x 13.9' 14.2' ut X8.4' 41.$' w LIJr If 5.7' ry ONE STORY (� STUCCO µ - a O RESIDENCE #348 ° S w O ., FINISH FLOOR-12.9 - r O r7 O ,..j o I Y O7 CF) o C> ~ L1 0 as 0 14.0' 28.3' 41.6' ❑ A/C PAD f` 0 J c �O ,9a. ON LINE: 0'' ��' r�' 0.7' LOT 2, BLOCK 1 00ry 'If SET 1\2" IRON ' FOUND 1\2" IRON �� O� PIPE LB3672 PIPE LB-3672 (83.91FIELD) LOT 8, BLOCK 1 I LOT 9, BLOCK 1 I LOT 10, BLOCK 1 I THE EAST 10' OF LOT 9, BLOCK 1 NOTES: I 10' EASEMENT FOR UTILITIES 1. THIS IS A BOUNDARY SURVEY. 2. ANGLES AS PER FIELD SURVEY. 3- NO BUILDING RESTRICTION LINES PER PLAT. 4. NORTH PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE FLOOD THIS SURVEY WAS MADE FOR THE BENEFIT OF INSURANCE RATE MAP, COMMUNITY PANEL TINA LYNNE MASTERS; BEACHES HABITAT; NUMBER 120075 0001 D, REVISED APRIL 17, ATTORNEYS' TITLE INSURANCE FUND, INC.; 1989 FOR ATLANTIC BEACH, FLORIDA. DONAH00, BALL & MCMENAMY, P.A. REVISED STREET NAME — JULY 8, 2004 W.'. "NOT VALID WITHOUT THE SIGNATURE ACREWS; P.S.M.,, THE FLA. LIC,STEPHEN' SURVEYOR AND. MAPPER No. LS 5996 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLA, LIC. SUF3VEY11V-G:'? .,Y;PPING 'BUSINESS No. LB 3672 CHECKED BY. BOATWRIGHT LANASURVEYORS, PP4 DATE: J.,NUARY 27, 2004 DRAWN BY: CSK 1500 ROBERTS DRIVE SHEET 1 OF 1 FILE #: 2004-0811 JACKSONVILLE BEACH, FLORIDA 241-8550 XREF: 2004--16\MCC