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Main Street 1983 R E C FIVE © CITY OF ATLANTIC BEACH BUILDING LOX ZON;,"(3 JUN D 5 2003 l - f LI ti' N LD co I,, C) N N , m • � CV n m I LL- LU O m � p (j 'IT ---1 w Q PLOT PLAN SCALE: III = 201 MAP SHOWING BOUNDARY SURVEY OF' LO'!' 11 °--� BLOCK 4 SHOWN ON MAP OF LEWIS SUF3DIVISjON Q AS RECORDED IN PLAT BOOK 24. PAGE: 22 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLOiRIDA I NORTH ARROW SHOWN IS SCALED FROM RECORD PLAT AND IS FOR PICTORIAL PURPOSES ONLY. TRUF NORTH MAY VARY. NOTE, NO "PROTECTED" TREES ON LOT • W . Q U LL- LU MAIN STREET (6S' RjW) a PAv�M�taT- L. O A 55U MCI d arA-t u,MIL-u IL j �-- 56.00 U r � -j O zi— Q w 1 , • i 77777A ., r. .. - , R - r .3:N •.. ria. I I I WAY Cy 4 O OLU ..I a m! , COpI j 0 6 1-- -� w w GQ W DRIVE L. __ . _ �o-o APPROVED OFA LAN C BEACH v ' 20' 9RL 11.61' �rITY r a DUILDINQ OFFICE �. J0 19 103 LOT 19 � &' TYPE OF CON5TRUCTION: TYPE VI -- 56.0Q' 'CONDITIONED SQUARE FEET 15T FLOOR: F 1198 5F a .� CONDITIONED 5QUARE FEET 2ND FLOOR: 05f n` UNCONDITIONED 5QUARE FEET: C59 5F ATE: APR 25, 200 LOT 12 City of Atlantic Beach 2404 5F IMPE.RVIOU5 5QUARE FEET: Planning and Zoning Department t -- PROXIMATE HEIGHT OF HIGHE5T POINT Of ROOF ADOVE fIN15HED FLOOK: 15 this approval verifiesComptianc@withapplicabl9 (n' A` b: zoning, subdivision and other local land " p I development regulations, but does not constitute . ... DE51GN METHOD U5ED TO MEET MINIMUM LOADING.. Q IREMENT5 PER 00 FBC .. $EC. I GQG.�5IMPLE DIAPHRAM approvalfDriheissuanceofpermlts. Compliance W with Florida Building Coda and all other applicable 1 p local. State and Federal permitting requirements DA51 C WIND 51p E E D, M 1p H a (M/5) G,20 MPH 1�PH must be vended by signature of the City of Atlantic Beach Building tial rlC prier t0 the fisUi9 pfd WIND IMPORTANCE FACTOR (Q: � Building Perm I( Approved r =� nate: . Gmmu ay 19)REVISED 4-213-20113 TO SHAW PROPOSED DBUILDING CATAGORY:WELLING . v Hca �/ 5 {� • � � HEREBY vr..r��" THAT 71 113 3ur;�/CY, rCrrpr;MCD Vr+DCR MY RCSr'ONwIC3LC DIRCCT10ht MEET.c. THE WIND E/r PO.J U 1\E: . ------------- MINIMUM fEGHNIGAL $IANt3AKU3 FOR LAND SURvkLyQRS IN ACCORDANCE WITH CHAPTER 61G17–�, FLORIDA �� �. ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • t U CND IRON L9 n1CRC ARE NO VI31flLC GNCI;dApt1MCNT3 UPON 1110 3UI7JCGT P, TY CXerr7 An, :.110 1, • FOUND GONt:RE,EMUNUMfn1 WIND DIRECTION: ALL I!/M FSS OT1iFRNA NOTFQ) t Q.R.L.BUILDING I�„ 'u D FOR MEETING WIND BOURNE DEBR15 PROTECTION OP NING THE LOC SURVEYED HEREON ROm Y2S 70 D I SURAN RATE CLARSON AND ASSOCIATES. CENTRAI. ANGLG METRO >� B E P TE T O5 P E 1 C I OF 0701 FBC ZONES �, "](" INC.INC• R rsarHus .. • ..,.. ....,,.._... AS SCALED F>=0�1 >7-IE F1000 INSURANCE RATE' 5 WILL 5 RO CTED WITH B E R. TABL QG. 2 1 , 1643 NALDO AVE.. JACKSONVILLE, FL., 32207 NCiN MAPS, Cp�dMUNITY PANEL –Ixxnn DATED 4--17-89. I SURVEYED NOVEMBER 13 P• POINT Or THE APPLICABLE INTERNAL PRESSURE COEFFICIENT: + OR 0. 18 GG 5HE -T P.T. Paulr OF IAlIOR Y . 2002, f.R C.POINt D►REVERS GU(CVY: •CPOINT NOrC'OMPVUNDCUKVr DE5IGN WIND PRE55URE5 (P5F) USED TO DE51GN COMPONENT AND CLADDING MATERIAL5 NUT' FIELD SIQQK J��j PAQE �4� � REGISTERED SURVEYOR N0. 4h13Y. t10RlUA R��pV ONCFMCED WCECONCR cl(URLMSe pU3 JOSE A. HILA.. Jr.?. k r�pwNO_M 5PECIFICALLY DE5IGNED BY THE REG15TF—RED DE51GN PRO.FE55IONAL: REFER TO ENGI.NEEKED DI�AWING5 ."Received r I m ej u U, 2 4:3 9 P M' SUNV6Y NU I VAUU vn IHUU I LMJilUS�lU SURVEYUR'S SEAL w/mss ro rAck "° I ° epA i 4 MA;6 62 N 21 32'3 i/2 Y6 o � � N - - - - - - __.. - .___ - - - - - - - -- - - - --- - - - - - - --- - - _._ _ - - - z - - - ___ - - - - - - _ .- - - _ ..__ _._ - _ - - _ . _ i) i I I < N CV a Lu a I L A 0 0 ° q I MAIN FICU5E 5LA13 49 < IG 1257 5q ft FRONT PORCH (4+1 I i LOWEP,) I l o f _..,. — .._. — __,_ — — — — CONSTRUCTION NOTES: CONCRETE M 3'9. 1) ALL CAST 1N PLACE CONCRETE(EXCEPT SLAD ON GRADE)SHALL HAVE A MIN.OF 300 P5I COMPKE551VE 5TKENGTH AT 26 DAYS. 5LAD5 ON GRADE MAY 13E CONSTRUCTED W/2500 PSI CONCRETE 2) FOOTINGS SHALL BEAR 13ELOW DI5TUKDED&ORGANIC 501L AND UPON EITHER THE 5URFICIAL SOIL OR UPON 5TKUCTUKAL FILL COMPACTED TO A DENSITY OF AT LEAST 95%OF 5TANDARD PROCTOR MAXIMUM DKY DENSITYuj AST M 51557 FOR A DEPTH OF AT LEAST ON FOOT 1 f•C. DELOW TTiE POTTOM OF THE FOOTING, r O 3) DEARING MATERIAL: THE FOOTINGS SHOULD DEAR IN EITHER THE EXI5TING FINE SANDY SOILS.WHICH WILL KEQUIKE PKOPEK COMPACTION,OR IN COMPACTED 5TRUCTURAL FILL, THE PEAKING LEVEL 5011-5,AFTER COMPACTION,5HOULP I I 1 I I d (, Lu cs EXHIBIT DENSITIES EQUAL TO 9516 OF THE MODIFIED FKOCTOK MAXIMUM DRY DENSITY(A5TM D15W7) PI 4) REINFORCING 51-EEL SHALL DE A5TM A-615 GRADE 60 5TEEL COMFOKMING 1-0 ACI 301,ACI 315,ACI 316 AND CK51 I I O � ___) MANUAL OF 5TANDAKD PRACTICE,LATEST EPITION5. I GARAGE " I I 4 " I I - 6" - 12" I I �- - z 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTIN5 SHALL DE LAP SPLICED A MINIMUM OFI I J I I "o yJ 36 PAR DIAMETERS UR24"WHICHEVER 15 GREATER UNLESS OTHERWISE NOTED. `' I LOWER I 425 5a f1 r N O 5T> P UP C] 6) THE MINIMUM CONCRETE COVER FOR FOOTINGS SHALL DE in.MIN.FOR REINFORCEMENT. FOOTINGS(TO MAIN KEINFOKCEMENT............................3 inches I SLAP ON GRADE CENTERED a ................................................................. 7) HORIZONTAL REAM AND FOOTING DABS SHALL DE GENT 1-(YAKOUND CORNERS OR CORNER PAKS WITH 2'-U"LAP I I SHALL BE PROVIDED. I ' I r 0) CONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,BOLSTERS,ETC,NECESSARY TO SUPPORT REINFORCING 5TEEL. L _ — _ — — - — — — — — — - -- — — — -- - — - —, SUPPORT ITEMS WHICH DEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR I .- . r' / 7" '. .., f 1 STAINLE55 STEEL. 2, a Q - -a a — - — _.._ _._. — ____ - - __._ - - - - _._ — _._, — — — . — - - - - - - - - - -- a v 9) ALL KEINFOKCING DETAIL5 5HALL CONFORM TO MANUAL OF 5TANPAKD PRACTICE FOR DETAILING REINFORCED a 21 0 41' Q CONCRETE STKUCTUKE5 ACI 315 LATEST EDITION.UNLE55 DETAILED OTHERWI5E ON THE STRUCTURAL DRAWINGS. v AREA 1843 . ' b5c� ft 10) ALL CONCRETE WORK SHALL PE IN ACCOKDANCE WITH'THE DUILDING CODE REQUIREMENTS FOR CONCKE=TE"ACI 318 ° 2 LATE5T EDITION,AND"5PECIFICATION5 FOR 5TKUCTUKAL CONCRETE.FOR BUILDINGS"ACI 301, v a v 4& p ° d a v v AC PAD n Q p MASONRY d J1) CONCKET MASONRY UNITS 5HALL BE ASTM C90-75,HOLLOW LOAD-BEAKING CONCRETE:MA5ONRY UNITS,TYPE 1 ° GRADE N-1 NORMAL WEIGHT,WITH A MIN.COM12KF551VE STKENGHT OF 2000 P51(f'm=1500 P51), 2) MORTAR SHALL CONFORM 1-0 A5TM C270 AND 5DE OF TYPE M OR S. s 3) HORIZONTAL MASONRY JOINTS REINFORMENT Sl•IP,LL P1=GALVANIZED TKU55-TYPE WITH 8"LAP AT ALL SPLICES AND ! SPACE AT EVERY OTHER DLOCK COURSE MAX 16 in.O.C_ M „ r 9 p DATE: APR 13, 2003 r. NOTE y w UNLE55 KULEP OTHEKW15E DY THE.SOIL ENGINEER OR CONSTRUCTION FFOFE5510ML THAT 15 FAMILIAR WITH THE HISTORY OF 0 THE 512ECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGiNEEK KECOMME:NPS THAT AT LE"A5T TWO(2.)25 FT.DEEP SOIL 13OKING5 DE PERFOKMEP AT THE CON5KUCTION 511-E FOR THE PUKP05E OF EVALUATING THE DEEP SOIL CONDITION AND TD r SOLE PLATE 54ALL 15E ANCHORED TO ExpANStoN JOINT RECESS SLAP 314• INSURE THAT THE 501L DOES NOT CONTAIN POCKETS OF UN5UITADLE SOIL(I.E.ORGANIC 501L,UNCONSOLIDATED CLAY,ETC.) GArox BOLT 5LAD wi vz'DtAMETEt2 GATOR x 10'WIPE AT THAT MAY CAUSE FUTURE DETRIMENTAL 5TKUCTURAL SETTLEMENT, BUL15 5t'AGED FEIZ SHEET. GARAGE DUUK r INTERIOR THICKENED 2 x 4 5TUD5 ADDITIONAL Exp.BOLTS MAY BE IIUWEVER,6 FT,DEEP 501E 50KING5 SHOULD DE PERFORMED TO ESTADLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. El NEEDED PER SHEAR WALT.TABLE ON 5LAD DETAIL ENGINEERS PETAIL t';; NUMDER OF IWING5 5HALL DE RECOMMENDED DY THE 501L ENGINEER. .*. IF NO DEEP 501L PORING INVESTIGATION 15 PERFORMED(LE,25 FT,DEEP 501 P0RING5)THEN THE ONPER51GNF-P ENGINEER ASSUMES THE FOLLOWING 5 HE T � (2)-,tS TURN DOWN 5LAD DETAIL AT GARAGE THE UNDERSIGNED(I.E.ENGINEER)HA5 NO KNOWLEDGE OF ANY 5U55UKFACE 501L CONDITION REPORT: THUS,ALL FOOTING-5 1`8� I2UD5 ARE DE51GNEP A5 5HALLOW FOOTINGS PEAKING ON 501L THAT P055E55E5 A MAXIMUM DEARING FKE55UKE OF 2000 P5F. CUNTtNUOU5 IF CONTRACTOR FOUNPyANY DIFFERING CONDITIONS EITHER THKOUGH SOIL REPORT OR 501L REMOVAL,THEN ENGINEER Ofd UNDEK51ONEP SHALL DE NOTIFIED ANP P05SIDLE FOOTING DE51GN REVISIONS(I.E.MAT FOUNDATION OR FILE FOUNDATION)MAY s, HAVE TO E3E IMPLEMENTED PK10R TO COMMENCING WITH FOOTINGS WORK. 1 3 Nta�n S ' • to ti N GENERAL CON5TRUCTION NOTE5 : t I? `t m I I 62' ONN 21' I I'F 2a'9 I/2 7'6 I12 1/2 �Complete Home full 5ecurLt 5 Stem w/ re -wire .� • Surround Sound, 4 cable, 4 computer, 4 telephone � m CV drops o m Maytag appliance package' radiant top rancje, - - - - _ _ _ _ _ _ _ _ _ - - - - - _ _ • -- yLU Q. w/microwave, and 65hwa5her 015 5tandardLU E . Sprinkler 5y5tem a5 5tandard ' 2'2 N5CREENE94-ANAL °� v Q 5 andard5 to be 5ame a5 In Parad15e Cove * .1ncIUCi.n a � , � 0 -3 1 1'1 x 5'7 ;^ � � o � , �, z � m t g - � ► white picket fence w/ ate acro55 the front .yard d A. N T , 1 0 �. 3 w3cIY /W4830 LIVING L Doi z'sr C 63y U 36. 4' ' Z Delete hall �n front of master bdrm entrance and convert _ - ---{ - � Au m 1 197 ft 42• w,cnunnN 5 ace ,to master closet 5 ace _ PORCH p p OS PiGV1230 M. A .t>.. t..t. ,u.;. 1 ORC I ) In master bath, convert the Shower to a tub ,* '5hower =' ' , COLUMN 63 x I8'7 - TO CCIUNC1 . . w KITCHEN { — N ' combination _ O N ►� wLNG - o ° 8'10X 1 1'3 20'1. x 16'9 913 1/2 4 Doi 4 I Z future L n5ta l lat�ori '11/2 e ' I/2 In the arar�e, run electrical wLrLn� for � ; PLANT 4 x 3 � N SneLVP � � ' p02 0J g . of a vent fan and cap, location of rete ptical to belz , centered. on rear wall at ceflin' m m i m LU buyer will put Lr� a conduit runn�n under the driveway2z- - - Y p g _ _-.. _ - +,_, .1 � Do2 a 73 � LLf N ewe we iot N O: rlor to our,n to run future electrical for driveway ATTICACCE99-�EGCPLOOROr , ,� ► „ 316 �AYI, �- �. c� p p �� < . ATTIC lMTli PLYWOOD in ! i ,► i LAUNDRY N DRY rwu 7 N U I j ht _ cLO5ET �O5 _ LU O I ' 10 641 - 73 x 5 x6'g � h d from GARAGE 5. Standard electrical outlet on lant Shelf 5w tc _ L� p 20'7 x 1914.. O wall next to liven room fan 5witche5 N 6'I I I/2 '� I MASTER c� _ ;� FIT- 11 nl . g i I'I I x 15'4 U an and waLnScott on kneewall Ln fo er an:d under the` 5t d YV 01 1., . I _. I 4, LU bar to on the ILvin roomSLde _ � _ MA5TER (� O VD p9 , BATtg'x W04 'w y `^ O i W h j b i 3 4' f 19 C BED R OM BEDRoa k x 9'i I x '7 12'3 1 3 I 1 1 4 D04 W04 MR _ { II 67 I'9 y 2' 1/2 8'3 I/2 'ID 2'� 112_ LY. 0,10 00 ow U 21i I(Y4 24 10'4 54 I/2 127 I/2 O 62 LL_ . LLJ DOOR SCHEDULE NUM6ER QTY SIZE ,; DE5CRIF'TION QTY NUMBER WINDOW DO 2868 1 EXT. 6—PANEL. 2 DO• 2 - E DULE NUMB... _.... D02 4 2068 66 4 D02 ER QT' SIZE DE5CRIPTION QTY NUMDER D03 2 2668 GG 2 D03 W01 2 3030 51NGLE HUNG 2 WOI 4 D04 I 1 6070 GARAGE 4-PANEL 1 DO4In W02 ! 4020 !_EFT 5LIDING I Woe i W03 I 5068 5LIDER-GLA55. I W03 D05 1 . 2068 . POCKET GG I D05 GS W04 ' 8 3060 5INGLE .HUNG 8 W04 D06 I 2G POCKET GG I DOG D07 I 2868 POCKET 65 1 D07 ATE: .APR 25, 200 DOS 1 4368 i D08 D09 2 2868 66 2 D09 s a. > w 4 F i k 5 H E LST d Al „ r t 1 83 MCi) S , , • m N W t9 • � N N • m � cv ej z Lu MASTER BATH1LLJ o CAB I N ETT o0 -9 _ -.- - - -- —r- -- - _-_._ _...-.. s� - - - - - - - - - - - - - I. ! 5LOFF-D I fi I CEILINC. L L I t--- \ I / / I � CATHED NG�L UN5CREENEI) LANAI II \ Q i LIVING y I I \ i /3� I ; �- —� 0 W Lll ./COLUNq! 197 sq ft AL� PORCH z / I UwU _ d I 1 CATHEDRAL 4. CATHELaRAL P o RCH Lu O CEILING ;a CEILING 1 / I a COLUMN;' -7 ID — - TO celuNa / S.. FLAT O KITCHENS LIVRgG I / GEIIJNG I ENTRY ' . •. .. I . � �, TRU F-5 g ROOF 5S NOT I 8 PLANT I� - - • Lu XR OR WALL L I PLATE�EETE — a PLAHEIGHT 15 8 I I i GEIL:f:�G / II ROOF PITCH: 7: 12I INTERIOR PITCHES A5 1\ NOTED - MAXIMIZED I 1 ATTIC ACCE59 r DECK FLC OP Of BATH ATTIC WITH PLYWOOD , 8 FLAT t3'FLAT 5`FLAT \ / I i nu�JDRY rcj=ICING ' \ CEILING — — ._�. ...... _..._ _ _._ _ — — ._.�I CLOSE-17 , I TIzu55E5 VAULTED / y 1 DEP�AGE�SIGNED FOR GA \\ LIGHT STORAGE- I j CEILING-.._ _......... INKTFU55E5 MASTER I ' / I \ BDRMLAT I I I) 1 I r HALL BATH — CEILING' // ; j a �iAr \ 5ATH ER CA N ET� I I I j I CEILING I I ( f BEDROOM i BEDROOM VAULTED CATHEDRAL lI LI . Lu CEILING — — _ -_-_. ..___ _ a. ATE: APR 25, 200 t r W � r . F nr a• (qD3 I .S4 ` _ _ _. . rt N Qj N l9 tD O N N X00 GENERAL NOTE: J Q m (10 �--- 5EKVICE 51ZE: 200 N AMPLU ARC EAU LT v r PROTECTION IN ■ �- - - - - - - - - - - - - - o o ® � - - - - - - - - --- - - - - - -- - - - - - - - - - - - z BEDROOM5 ■ :1: 2 z !� In the garage, run ' O � IL p ' electrical wiring for _ c 1 UNSCREENED LANAI 0) v I future In5tallatlon of a Wr uJ d- o�oo 0o vent fan and cap, ' I location of receptical to 1 \ LIVING a a• ���� 1-� . . I 36 be centered on rear wall A, , 9� 5a o _ A ,( ' / ' L}2� 1 WICOLUMN at CeILII'Ig Iwe P ,Nr5t1LP - SWITCH -7W� ce in dA l7 yP Fwizao _..� �r _: WALL OUT'L!^T5 PORCH z Buyer will put Ina . Q • 0a l \ COLUMN I C \ ` * TQ CgIUNG conduit runnln Under LIVING g r 0 _KITCHEN L ti II the driveway prior to s � o •o `. fes:... I CRO5- 5 5ECTION - LOOKING TO REA�2'.YAf�D pouring to run future � 1 �NT�Y PLLA i , I LL_1 f " 3 SDtIf:LV3 _ I for driveway , . electrical a ;� � 'Co BOR,23G O W. II ht � cw2Aso � o 9a � - . / LL... U l Standard electrical w U -outlet on plant 5helf 3 T Eb T g6 I ► n O . p Tv —� —I 5wltched from wall next : , \ Q w L_____- ----� °i " to living room fan /' LAUNDRY 3 . ik ' pw ' Z ® ® r _.3 CLOSET `A Z 5wltche5 /GARAGE � ' `, ct� z �- d • � .- _f '•• �; LU MASTERT -1 � � ���.JJJJJ „r•ti w I J1 :. f 1.� 2PJ—,vJ 2E•9 2 _ _ _ _ __ — — _ ' . ! MASTER 8 r 7' eaTK / I DEDROOM DEDROOM 1--Y- r J f ,( ( 1 `horiar[u6 wiDh Rardxw.. s �� o ma. I LL. LI c R055 5ECTION - LO o Kl N G To D ,YARD ELECTRICS PANEL LL. ------------- LLJir' Y fy • M w0 � LU LL. v ATE: APR 25, 200 : w T) LU a _ E . M - 5MEET RO55 5ECTION — LOOKING TO FRONT DOOR OCR DUE Ll CR055 5ECTION — LOOKING TO LAUNDRY b x • I�( �3 IV(at� -Sf-. • tiw FRONT RIGHT u m t- m O N N V J n y � L o a JE > O z . 0 z Lu � d LLL U_ R/. > tu LU Q ry _ D � w C CD Zi w 1' r L FFT d LU f I I 1� I 1 1 Iff , 111 , 111 . It , LU cn I f I f I I I I -L- I I f I I I ATE: APR 25, 200 Lu •-- w tLtlza z SHEET .# .. .. s ' TABLE 1608.1.4 111fID-fl IRNE DEBRIS PROTECTION F45TENING SCHEDULE FLORIDA 13UILDING CODE--•13UILDING; � FOR WORD sTRUCTti�At.PANELS „ FASTENERi FASTENER SPACING(In-)1,2 TYPE Panel pa .S'12 ft 2 ft<Panel Span 4 ft<Panel Span B ftP Span ' <4ft <s� 2 1/2#f Wood Sc,ew3 . 16 16 12 9 - ry 16 12 21/2#8 Wood Screws3 lb Ib --- .. Double-Headed'Nailsa 12 ( 6 4 , Sl: 1 ipch=25.4 mm I foot=303 mm 1N I 4 W Notes: i 1. This table is based on a,maximum wind spegd;..qf 130'mph(58 m/s)and mean roof height of 33 Feet(10 m)or less. 2. This to is shall be installed at opposing ends of he wood structural panel. at ' I hall be attached using vibration-resistant anchors having a minimum withdrawal capaa 1 I I �' 2.0'9 1/2 '3. Where screws are attached to masonry or masa /stucco,they s g C O N N ity of 490 lb(2180 kN), on or 12d box double- eaded nails. 4. Nails shall be 10d comm or o o x Desin Criteria - - ..._, - ._.r. , - .-. ---- - - ....._ _.._ - ._.. ._... .,-._. - - - .....-. ...._. ..._. _ - - - _... - _.... - - - - 1. LIv a loads r , r 7.1 777 /'rr�. Rom 'rr r r• r ./ l: f r' .r .'rr .i J r. •r' r r, r ;. i 20#/Sq. Ft. _ �. Q • . . I _tib• 2. Wind Loads ...120Gust Wind Velocity Per FBG- 0p1I I f I WThree Second LANAI 4 M h 1 (importance Factor)=1.0,Wind Ex osure "B", Category "11" Building � • ' . CCPi=(+)Qr(-)0.18 ( Enc(osed Building); .• • off' � � � I `� INCNEJ LOWER '•. av I 74.5,q, ft It 1 I �. LU 3. Components & Cladding Design Pressures I Roof(An where)= -50.1 Psf x'23.7 Psf d Walls : zone "5" is within 4.0ft. of corners, one 4 is Anywhere Else I O Zone Effective Wind Area sq. ft.) ressure v 4 10.0 2P.9 -28.1 20.0 24.7 -26.9 z I ( I ._J 4 50.0 23.2 -26.4 O V �} 100.0 22.0 -24.2 I- 5 10.0 25.9 -34.7 v ' I I I %'F'� to co 1 �. 0 Lu g 20.0 24.7 -32.4 J g 50.0 2 ,0 -26.9 I 4" THICK FIBERMESH REINFORCED SLAB ON GRADE I' I Ir- 2 SY� g 100.0 TO BE POURED ON, C014PACT1wD PER SPEC'S, DAMP I . , 69 _ plus and minus signs indicate acting toward and away from the Building .' y -PROOFED W/ 6 MIL THIO VAPOR BARRIER, CHEMICALLY`', l=fONT POP,CH 1 y surfaces ; SCHEDULE "C" '�'t I T TREATED FOR TERMITE CONTRQL, STRUCTURAL FILL. � I i RECOMMENDED STUD SIZES AND SPACING ... _.. _ ( ` 1 WALL PLATE HEIGHT STUD SIZE SPACING r ( "'- "-" Fy :� I 4L �Oyy E�� I '` r' /./ ! G 2 Sq ft a 8'-0' THRU 91-IW 2x4 --� _ 10'-0"THRU 14'-0" 2x6 16" 17_ _._ . �. - �. . . _ _ __. ._ - __ I I (• 14'-1" THRU 16'-6" 2x6 N e Ot ERAL STRUCTURAL NOTES: " 12" to I 1 I T _� 19-O THRU 22-0 2x8 1) ITERUCTION 1'I1TE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE LTH ALL 2x10 12" J �• ( L - t REMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE 0 *'K*"' THE PLATE HEIGHT REPRESENTS THE VERTICALJ1•AND OCCUPANCY. ALL CONTRACTORS SHALL 00 THEIR WORK I CONFORMANCE UNINTERRUPTED SPAN LENGTH OF THE STUD. WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERINC I I � � q; 1 •� � F!, 2)THE CON'fRAC70R SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE J 8 SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST, I 1 I --•-- --� _I THEIN THE SCHEDULE SHOWN ABOVE DOES NOT ` U1 TO COMMENCINO WORK. i APPLY. I 3) C NTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS. � � I L L_ ;LES. PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "0" J Q - BE REQUIRED BY ATTACHED DRAWINGS AND TD ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS, FRAMINO SCHEDULE FOR OPENINGS$HAIL BE AS FOLLOWS FOR All LOAD BEA NO WALLS THE ENGINEER AND MAY NOT 8E USED OR (EXCEPT AS OTHERWISE NOTED ON THE ORAWIMS) I •. I � V v' I ARE THE PROPERTY OF 4)Ti,ESE DOCUMENT . RE RODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF TI-19 ENGINEER, OPENING WIDTH IN FEET _ F) L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO J'-0" D'-1"THRU 8'-0" 6'wt'THRU 1('-0" I _ I ----- -- * I U 5FI6LL BE CONSTRUED f0 APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN TE WORK UNTEL � (3)-2x8's (3)-2x10'4 (:)-2t 1Y`!NSIDERED %'"' a .`" I � I Q ❑ i EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. -- F":: ; I GARAGE ` c ATION WERE DESIGNED JAMB �►* USE Two(2)STUDS OF INE SAME SIZE/S 1HESE Of THE WPU BUN C1 ., I 6) BUD URFACE 501E CpNUIT10N INFORMATION I5 NOT AVAILABLE. FOUND S Gil. W ! w �•. :• I cn I • CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING « .�•r• +, tw7 FOR 2000 PSF SOIL GEARING CMC *a TWO (2) PLAIES WITH A 1 2 PLYWOOD FILLER MAY BE L�-p VS'EAD OF ( 4 CD IDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, THE THREE (3) PLATES MENTIONED ABOVE. TIS THE CONTRACTOR12 SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND . STUDS SHALL BE CONTINUOUS'FROM TOP PLATES TO SOLE P AI',iS. I --- 7) I ** ,F. p , c. 5E UENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING rj 5 ft ERC ION. 'rr LJI'� v M STRUCTION NOTES: I I rQU'RF.TF, 1)AI CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI Bx6x10/10 W.'H,P, I Q ❑ f l BE CONSTRUCTED W 2500 SI CONCRETE. LUMP E551VE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY CONST D / P TIAL BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIA SOIL OR UPON : 2) FO�TiNGS SHALL GEAR • ' •,.:;,..a.,...,••/,•�,: - �' ;.. '.�� �, 1; ' I: •. 4� P _.._-___� I DENSITY OF AT LEAST 959 OF STANDARD PROCTOR MAXIMUM .• .�.:+.,.• I ` ,• STRUCTURAL FILL COMPACTED T4 A . r• � ;, R Sl TM 01557 FAR A DEPTH OF AT LEAST ONE FOOT(1 it.) BELOW THE BOTTOM pF THE FOOTING. , = DRY DEN IY (A5 ) , W I ` r.'rt`r �^ ,. (2}-#$RODS CONT, 3 HEARING MATER ILTHE FOOTINGS SH0ULD BEAR IN tITHER THE ExISTING FINE SANpY SOILS, "`f"� •'.=r�;.:M•'' '.� I' ;4 , a • .. FILL THE BEARNO � rt/ - %_ ._ r. � �r� _ _ T/ r_ _ ^ _/ - � LEVEL SOILS. AFTER COMPACTION, SHOULD EXHIOIT DENSITIES EQUAL TO 9514 OF THE MODIFIEDw1itCH WLL R QUIRD PROPER COMPACTION, OR IN COMPACTED STRUCTURAL PROCTOR MAXIMUM DRY DENSITY (ASTM p1557) r �.... .;---r• �r^' -r�' ••r_'r. fr_/INTERIOR STEP DOWN DETAIL .,,_ .f-..._ �.. /`"-' i �,• y /: i• S. f Sl. a' ASTN -515 GRADE 60 STEEL CONFORMING TO ACI 301, _ 4 JAICONTINUOUS JFORCWG STEEL TALL k A - � .,._, _... _.. �•. �.= _ 315, ACI 318 ANp CRS? MANUAL OF STANDARD PRACTICE, LATEST EDITIO�S. ��� �" '� ---SOLE PLATE SHALL BE 5) VERTICAL AND HORIZONTAL REINFgRCINO STEEL IN FOOTIND SHALL BE GATOR DOLT ANCHORED TO SLAB W/ R ER OR 24 WHICHEVER IS OREATERiUNLESS SPLICED A MIN. OF 36 BA DIAMET S , 2x4 STUDS, 1/2"0 GATOR BOLTS SPACED � •d o.• 0711ERWISE NOTED, - a 16" O.C. PER SHEET#5 . ADDITIONAL D tt p 21'EXP41' Jl.AB fi) TF E MIN. CONCRETE COVER FOR FOOTINGS SHALL 8E J In MIN. FOR REINFORCEMENT, • BOLTS MAY BE NEEDED PER FOOTINGS (TO MAIN REINFORCEMENT) 3 inches 6x8x1O/10 WW.F. s SHEAR WALL TABLE ON SHEET J3 p l SLAB ON GRADE....................................::::::::.....:.::CENTERED � ' � � 843 �a ftn G2AN' 1) HORIZONTAL BEAN AND FOOTING BARS SHALL BE BENT 1'-0'AROUND CORNERS OR x " ,� u ,,r,' j•a v v a o BE PROVIDED. CO MER BARS WITH 2'-0" IAP SHALL P • •' v d 4 , :+r �)I 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETQ, NECESSARY TO SUPPORT '' -;'� J�•: !'� v � O REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON�EXPOSEDTCONCRLTE SURFACES n (2r#$RODS CONT. N vP v pADr I p 1 d P 17 Z' IT SMALL HAVE ENDS WHICH ARE PLASTIC.TIPPED OR STAINLESS STEEL. j(P . ,( P O v v p D D. 9)ALL REINFORCING DETAILS 51U+LL CONFORM TO MANUAL OF STANDARD PRACTICE FOR _ n 51' P o DETAILING REINFORCED CONCRETE 57RUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED P. 17 .. .. INTERIOR THICKEN SLAB DETAIL WuLRWI5E ON-THE STRUCTURAL DRAWINGS. 1D) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS y MISC. FOUNDATION DETAILS FOR CONCRETE"ACI 319 LA'!ky"T EDITION, AND SPECIFICATIONS FOR STRUCTURAL. CONCRETE •• u /; ❑ 11 t . ? � - • FOR BUILDINGS ACI 301. <N,TSJ Q a �••,, -•-� MASONRY .�. av CA CJ .._J 1) C NCRETE MASONRY UNITS SHALL BE ASTM C00-75, HOLLOW LOAD-BEARING CONCRETE 1I2"o GATOR BOLTS SPACED + I 1/2"# GATOR 90t.T. SPACED p !' PER SHEET 1!3 ADDITIONAL STUD WALL PER S6HEET 10 ADDITIONAL • Q MA ONRY UNITS, IWE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER #4 RODS CONT, I EXP. B30LTS MAY BE NEEDED PER v' o t . SHCARI WALL TABLE ON SHEET#'$ OF 2000 PSI ( f ' m - 1500 I SI ). SHEAR WALL TABLE ON SHEET#o a QONC. SLAB w/sx6xi0,to W.W.F. • I I , AND 8 OF TYPE N OR S. 2) MORTAR SHALL CONFORM TO ASTM C270 A E ,rt:c�•.,:.i;..-.•• '.STUD WALL 1 HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH F ' T SPLICES AN PLACED AT EVERY OTHER BLOCK COURSE, MAX. 15 In. O.C. ". I 6 m. LMA ALL SP D , . Bx6x10/1D W.W.F. 1• 1- -8 MIL V.B. OVER ^L TAN. WOOD FRAMING WELL COMPACTED TPEATEP FILL y�+ :Y , y, " I � T 1)AL1. WOOD FRAMING SHALL i3E SYP 92 AND INSIALL£D PER AT(,' AND TPt MND NATtOp1AL �a #4 RODS VERT. ON 48"0.: k AT CORNERS. J- DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. VERT. RODS SHALL 6E HC AC 0 9 INTO ( " •;' -_ FOOTINGS 0 BOTTOM AND 12 INTO SLAB I r +�' r'` (2)_#5 CONT HOOKED 2)A1;L STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: Til :e t)TOP. FOR HORIZ REINF IRI'EMENT, USE I s• �t TIED"AT CORNERS f SAWN LUMBER LAM. VENEER LUMBER 9 go.VORIX, JOINT Rf;NFORCEMENT ' . .' ,. MIN. 18 _ 6 O.QFL) p 1120 PSI Fb r 2 600 PSI ON 1 (MAX)(MAX•) I J � ATE: APR 25, �?Un,: PSI I 1 Fc 1 � 565PP51 EY � 129Q0 0 0 PSI �� � 46" (Ma)OR "•�T+st�,i;� ..,.. 1 ;- I � iFa 1,455 PSI CONSULT ENGINEER ;. E 1,600,000 PSI ` TURN DOWN SLAB DETAIL THI HALL BE 7/100 ORIENTAL STRAND BOARDS OSB OR BETTER, I (W)x 10"(H) CONCRETE FOOTING I ! S) ROOF A WALL SHEA No SN ( REINFORCED W/(2)-#3 RODS CONT SPAN RATED AS SHOWN ON THE DRAWINGS. ( EXCEPT 0 (GARAGE . 4)ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL r SOIL BE PRESSURE-TREATED. NOT? LU OR SHALL I . W � 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH j w APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED To ASTM UNL�55 KULED OTHEKW154 BYTHE 501L ENGINEER OR CONSTRUCTION PROFE551ONALTHAT 15 FAMILIAR.WITH j � SCHEDULE ,►A„ ThE 115TOKY Of THE 5PECIFIC COUMUCTION SITE, THE UNDERSIGNED ENGINI"ER RECOMMEN05 THAT AT p I LEA5T TWO(2)25 TT. DEET°501L E30RING5 BE PERFORMED AT THE CON5RUCTION 51TE FORTH?=PUUO5e Of .��� �, 6)ALL METAL CONNECTIONS AND IFABRlCA ws SHALL COMPLY WITH Ad,S.C, SPECIFICATIONS. O N NOTE: FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PU T8 EMAN51ON UCEaS SLAB EVALUATING THE DEEP SOIL CONDITION AND TO IN5URE THAT THF-5011-DOE5 NOT CONTAIN POCKETS OF w ; OF BEARING WALLS (PRE-ENGINEERED FRAMING) UOINT SN4'X ION WIP9 UN5UITAI5LE SOIL(LE!,.ORGANIC,501L., UNGON50LIDAT!_D CLAY, ETC.) THAT MAY CAU51»FUTURF- DETRIMENTAL - m 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. AT GARAGE R) GRADE OF LUMBER TO BE USED FOR T•HE FABRICATION OF STUD WALLS MAY BE SPF#2 TRUSS No. QR UPLIFT TRUSS TO TOP TOP PLATES TC FIIOTINGS CX?OR URAL 5 E T. 5TRUCT MLEM N : DESIGNATION t (Lbs) PLATE OR T9 STUD :' : _ ='t T , i`' HOWEVER, C I`T. DEI=F'501E OQK1N E ~, i L 1 IN$'fEAU AF Sy? #2, .. :•,..... � � ALL rRuss SNas ns , AN AC R OF B NG555 LL 6G REGOMA/IENDE 614 TH)T U5H THE DEPTH Of 501E DCCAVAI ION Buyer' �i 1 l p U t I n G� ��o n d u I t r u n n I n cj EXCEPT ones p--(� Ls-rtz 1 SOtdr +/a"r GATOR ecus s ee:G As " ''} I_C. �" :. D B KF1LL NUMBS ORl 501E ENGIN? irR� QUTUNE0 6ELOW SHOWN ON SHEET/ SCH RULE "B' •- MISCELLANEOUS FASTENING SCHEDULE Tuts' 01to( g., ,{ y, }� I iF NO DEEP SOIL 130RING iNVE5TIGATION 15 PF_WQKMFD(i.e. 25 IT. DEEP 501L BORJNG5)THEN THE ' Under the I e d r I V�i way prior to • CONN CTION FASTENER NUMBER OR SPACING }�Lr��{ „ n t/x"/GATOR 000111 ACID AS ~'TOP 0 SOLE PLATE TO STUD, END NAIL 16d COMMON 2 lid 4 GT?,SIJAIpSOI), SHOWN ON SIE"T p g UNDERSIGNED ENGINEER A55UME5 THE FOLLOWING: T 5 H E E-r s1u0 'n snl.f PLATE, Tae NAIL 8d COMMON "4 7���OtaN N01.g90w►� N�Jf TUM DOWN .SLAB DETAIL AT _ pouring to run• •future' electrical for DOUOL STUDS, FACE NAIL Iod COMMON 24 O.C. D W/LT TZog;SI>+lpiON. GARAGE THE UNDER51GNl-0(IX. ENGINEEF� HA5 NO MOWLEDGE OP ANY 5UB5URFACE 501L CONDITION REPORT: THU5, 1' l UOUBL TOP PLATES, FACE NAIL 1Od COMMON 16"O.C, 1185 { I I ALL FOOTING5 ARE DE5IGNED A5 5HALL0IN FOQTING5 BEARING ON 501L THAT P0551f55 5 A MAXIMUM +; TOP P 'IES, LAP AND INTERSECTIONS FACE NAIL - 2-1ed OR 3-10d COMMON �� „ (,, .� '-----1 CON'fl UOVS HEADER. TWO PIECES led COMMON 15'O.C. ALONG EA. EDGE 1 MGT,' �1�P5pI�1, 6l±ARING PRESSURE OF 2000 PSE. If CONTRACTOR FOUND ANY DIFFIrRING GONDiTION5 5THERTHROUGH 5011, a d r�veway I lg i t l D� �. gL� y ��$ 1 �T(,Fj��(, pj� CAD FILE rv,aln� I TO TrE�ot+tN 01A REPQRT OR 501L REMOVAL.THEN ENGINEER OR UNDER5IGNED SHALL BE NOTIFIED AND P05515LE FOOTING w Two D & PAR�lCL�OA�D 5jiF„(�LH�JG " DESIGN REV151ON5(i.e. VAT FOUNDATION OR PILE FOUNDATION)MAY HAVE TO 6E IMPLEMENTEE)PP TO � ROOF _ 7/16" OR GREATER 8d COMMON 6" D.C. EODES & „ " p 8" O.C. INTERMEDIATE 365E h�rT-Z,Sl SO�� To . Tic�cW NIFl COMMENCING WITH FOOTING5 WORK. ;I;r WALL - 7/18" OR GREATER 6d COMMON 62'O.G. EDOERMEDIATE G 9S DF2A� DRAWN St. APPROVED BY; - FLOOR?- 3/4" T&G PLYWOOD ad COMMON 6"O.C. EDGES & v.SEff 1AW53 ENGINEERING AV" ALPINE •FOR TRUSS DESIGNA110N -« APPRovEo BY; LJG LorITT32257 � W_ ��j 1,,/,� t(•� Q ry• (( 12" O.C. INTERMEDIATE DATE: Q 961vd, SHEET N�, iu.C�l���llQ�.�lnk -.Ql..'�• .A'�..-.H--� ^•' .. _ y. _._..._. r.... _.__ __.. _ �_. SCALE AS NOTED � I .._ _ `tom NTN V �J�►�+11�KDkt . y m m n "�o cm S Ott. 6k D r� • , , N '�n Q�d� P S _ .. M .0 C� N N dG O C' A,S It kOW�+ lT Uo 'T X OF-&, skew (x 1�017• $•U" 0" TABLE FOR SHEAR WALLS , FRAMING J ------------7-__----__---r_--__--------- jtj-I --- (GROUND FLOOR) Q m THiE SHEAR WALLS TABLE WAS ESTABLiSHELJ ASSUMING THE FOLLOWMIG CRITERIA UNLESS OTHERWISE ` NOTED IN THE' TABLE: CD CATnevM UII !!! !!! � I cu4No. I N5CREE LAM NAI �\ I I A WOOD SHEATiNG TO STUDS NAILING SHALL BE Bd COMMON NAILS, 8) GYP. BOARD TO STUDS NAILING SHALL, BE 5d & Bd COLLER NAILS FOR 1/2" & 51W THiCK BOARD m W • ` I ! .. ! O; i z RESPECTIVELY. _ C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2% 10 LANG J-BOLTS (A307 STEEL) FOR EXTERIOR WAL! Z" OR 1/ o x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. LU O 'I h _ v, �". {`•+' cATnmzd � cATnevxAL Y�! /g' PORCH/• I v � I. • CCI4x6 I CC14N6 I / / .. ! ' I . h r "•'•�N HE i�- LIVING I !� K �4No I REQ D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR 0 = _- _______ cL11,� I III I !/ ENS» N ,! { DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING •ry 7/16. OSB SINGLE so / 12~ 80" O.C. U w \ C=a' i (BLOCKED) U e'ruT `\ 1XJ1 I C� 7/1 asa SINGLE4" / 120 so O.C. ~ < Lu a rwr /j\ B'r1AT ! cn¢occ �� I rvI , uu�GdpRY �cciuNa !! I ` (E)LOCXED) (I i ' piC�Lo FDR GARAGE I �vl,� / I \ VwueD ( __ N I 4GRT 97PRPl.K• I !! - .. �.- .•.•.� �.... ....- � � .� �.. _.—.r �. �.. �.. .....- �— � .. •---... . ._ ... . ADDITIONAL NOTES: � _' "� � ( i 1 CATIONS VNiF�E HEADER BEAM SHALL. BE 2 C2)ZX1't- \ / ���ZX')�- _ 'L 1;) FOR LOCATIONS CLOUDED AS �h INDICATE LO ( -• -- --- •- -- -- - - i--- - - ----•,. -_-T CCIuNa !/ I 'coil a \ :vJ"` .� I w » _ � i CfCrGC '"_N—l..Mx.w:"'Iw , Mr•-6q�•w.:-' :�Y I BOLTED PER DETAIL B ON SHEET �3 G,T„row i I BEPRpOM ! 9EpROOM vn4nrea cuuNa I . 2. ALL EXTERIOR WALL OPENINGS OTHER THAN INOSE MENTIONED ABOVE SHALL I I SLOPED A )BeL3QLTED PER DETAIL "E” ON SHEET rj oil CEILIN I , I I Il G.t1 ILY-1, x Il§_LVL I / ul to til i o ` 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON CATHl=MI AL I. �1 ' // I i SCHEDULE "A" ON SHEET # . STRAPPING VALL 9E ADEQUATE TO RESIST SHEAR FORCES CEILING f^I UNSGR��N�Q LANAI \ d .--_ _.�_Y--___-______ SIMULTANEOUSLY WITH UPt,1FT FORCES. I \ I / I / N I ACTING SIMI Z ZX I / / '4 �-- S e� "L opa' THE ALLOWABLE SHEAR VALUES OUTT.INED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS II 0 y " J 1 �\ I I / N / N S I (n "Ural 51 � �qr �4L �HAV[w BEEN REDUCED 9Y 189: TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR `- WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL. 5T)iAPPiN(35 THAT ,� \ tv LL-I / / � I WALL HOLDDOWNS AND TO STUDS OF o i ` $ \ II / V. / �? , I 62 Q,QiriK �4� � t CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED I x / ABOVE. v I • \ II / 3KNNffWU U !ems t"10 1 D2 , W It}Z \ I 1COLUMN I / Ie5� FOR LOCATIONS CLOUDED ASINDICATE LOCATIONS WHERE OO[) POSTS SHALL. BE STRAPPED v I v KNEE �I`// 2' -� I • I >�o�cH LU U . " a�. b V 1 �, CATHEDRAL WALL IIVI.HNG�£ I� �.... / ❑ rr AT TOP & COTTON AS SHOWN ON DETAIL A ON SHEET ; Q 1 COUNG �� O 1 ` �.00ATIONS CLOVOVO AS 3 sH '� ° TocfjuN4 / // i' I (� `J till. �,'� ST�f�QPE� SER `�Iw7AIL. C o6 v � 6_'FLAT Q 1� SHEI T f�• ( —KITCHEN LIVING I �? CEILING / , ' I _ I • I �. s I' // ENTRY headers KOOF TRW55, NOTE5: I I C "��• roof Cor sheer I :- ;� I i = a LLJ ROOF TRUs$ -.. truss GARAGE DOOR HEADER I .__ - _. __ _ % I }"_ ❑ ..__I n. (np) :., EXTERIOR WALL PLATE _ -- ",:;� HEIGHT 15 81 •- I i/Ba ROOF P7: 12 „..... i CEILIIv� / III ITCH: 20 go. 24” long 1.sPty°P INTERIOR PITCHES A5 IArH .p . 0NOTED - MAXIMIZED I ATTICACCW p2CKFLOOROf -re O'S pNr �S1rf �/• q " �IDAf501)� ATTlLWITH PLYWt7pD I �, r /z'o GATOR aoi T o Itd��U ) I. oI; TEAT ' a � r / I 8 rIA OILING ! \ r ` L�uIqDRY I CLOSET- 1 PER SHEET �g STR� GARAG!~ N rGMLING ,/ C!^ILING ! ...... _... _ ,_... __.. ,_... — ._. — — - ---- GARAGr- •� TKU555M v C� i { {• 1 I DE5IGNED FOR GARAGE I N I / I VAULTED a cATpp BnT r I N I LIGHT 5TORAGE- v / I \ \ ...._...._ I iL i CEILING--•-. (THREE CONTINUOS(pftDS t N I �. �. _FINKTKU55E5 \ MArJTE A8 1;'sSlm�'scrj; _ LTT►Gi,`5IM f5aN; ..• . NoL,99pwis M�r14E9 ._. T. CONCRETE SLAP \ MASTER n EXTERIOR WALL OPENINGS E IA I r ... � � w _ .. _. l OILING / I 5'PLFAT � aAm TV IVIG ® TOP & BOTTOM EXCEPT AT CEILING v GARAGE DOOR & OTHER LOCATIONS SHOWN �:��'�*.. ' �;•'s:'� I I I / I U I I ON SHEET > $ OF THE DRAWINGS ( {_�" A A O CN,T.S.> • ,it'4.l�' •��a,�f , Yl"' ��,:�.Y r•.'rr• I I BEE)ROOM I VAULTED CATHEDRAL BECROOM CEILINGI J M DOOR JAMB I A I / i CEI LING I PREENOINEERED ROOF TRUSSES I ANCHORAGE 0 TOP & BOTTOM I O U I GATOR NUT • � Detail �1C11� Jamb Strapping I N J ,. 1 . I C0145/� x lI Ld L / 1(Z�z�ct 3x 3x /a - -- -- - x OAToR wAsiaER I —.��•�•W.::::�.._:.•._�...��.�....-.x� -- — --... _ _ ((N.T.S,)) a top & Bott, i 2,�2x1p HURRICANE STRAPPING PER I / SOH. "A" ON SHEET III ((N.T _.... _•__ ._..^ — — ...,» — � .. ._ � ._ ...._ — — — — ___. __.. ,_. ._ . _.._. �. ..__. — _... \� _ _ � __ S,)) —I i/2"r cnroR ap'LT fit ("_ � -- -C� ATE: APR 25 2CC3 PER SHEET #81 5 BLOCRINO RED'D. W GATOR COUPLFJ • 2X4 BLOCKIND q 5HEATHIND JOINT 2x4 OUTRICUER BETWEEN OUTPoDGOS /1f)"STRUCTUR 4"FROM OABLC ENP A 4F1•D.C. �HURRICAN!CLIP H-2.5 CONT,2x4 SCAS FROM TOP TO 7 AL ROOF SMEATHIND U MANCE 0 4D"p•� 801TOM CHORD TO SERVE AS NAILER OR EQUAL TOP PLATE R BOT 0 PROVIDE CLIP FOR 400 14s, U-'I 1 * OF WALLS 2+c/BARO£RAFTER CONT. FOR X_SRACINa 0 s'O.G RIM JOIST OR BEALt OF LATERAL SMEAR w . e � SHWCLE STRIP BOTTOM CHORD OF CpMMUH <4 TRUSSES ®24'O.C. I i 1 I FASCIA BOT12d NAILS®S'O.G ENDTpRUSSORD aF CAULE Q 2x4 -BRACIND a N•-0"O.C. TOP CHORD Of GABLE END (3)12d NAILS I r TR OP .0.! x USS ` / DOUBLE TOP PLATE I I TSTA$4. SiMelONf slga� SCA I uss DR s-I r SCAB CONT. TOP TO 1 2'_G- 2x4 [L- I BDTTOM CHORD*/f1. 1/2°'11 GAIVK BQQLT tY" FROM DABLy ( I OPENING PER SHEET /r GATOR COUPLEgI r� P TRA PI G OP as 1 COV.2x4 SCAR FROM TOP TO } 2x4 BLOCxINO®a9"D.C.9ET14EEN CORNER( T'DETAIL ; MEQ I$NAT PRET I BOTTOM CHORD x-D x4's (N.T.S.> CABLK END TRUSS AND FIRST (PROVIDE ADAITIONAL 2x4'.h� COMMON TRUSS . SENT ( VERTICAL V HIGHER THAN 4F} •,, .. TO FORM AN"L"SHAPE) CANT.2x4x8' 2 W. LATERAL j 6"X 8" OR 4,x 4"POST r h AT X24 A ILS(TYP) I BOTTOM CHORD OF BRACE ?, p•C ISOMETRIC VIEW EPDXY GROUT GATOR BOLT SY TEM use ABU . s{rnpaora� �O$r Ar1Gh0(L 1 CABLC END TRUSS (3)12d NAILS SHOWING LATERAL BRACE TO C G� INSTALLATION INSTRUCTIONS CABLE END TRUSS E(E + 1)DETCRMINE THE STARTING POINT AND MARK EITHER THE T j .�: '. DRILL 8" INTO CONCRETE (2)-2x4 TCP PLATO -PLATFORM FRAMING- FORN BOAR SOLI LOCATIONS PRIOR TO CONCRETE POUR a•y If"J-BpLT ARK USED OR BOLT LDCAi10NS DIRECTLY ON THE HARDENED CONCRETE IF EPDXY ANCHOR DOLTS CONE•2x4x8'q2 SYP " (N.T.S,y POST STRAPPING 0 BOTTOM LATERAL BRACC 0 Z4 04 2x4 STUDS X16•D.R ARE USCG 2x4 BLOCKING 0 20 D.0 _ CAD FILE NAME CONCRETE FOOTING 2)CORNER LOCATIONS SHALL BK PER DETAIL'L"ON THI$ (N.T.SJ i BETWEEN OA9LE df FUTST TRUSS LOT-11' O T•1 1 I fl r i r t,I t:;sr Ln jI T,y 4 CLIP ®4D"4.C»CLIP MUST L. /'1 11 t,v V[�. W !V I t SHEET. PR@V]OE A MIN, 400 Ibs OF SHEAR, 3)INSTALL COU fLER WASHERS k NUTS WHERE REQUIRED POST T STRAPPING / AL 4 g, $ Cv1 PER DETAIL J'ON THIS SHEET AND PER MANUFACTURER'S � PLATFORM FRAMING• H � I-V DRAWING N0. BOLT RUN DETAIL T I P I J RECOMMENDATION& TOP 8C BOTTOM � � a NOTE: GABLE £ND (N.T.S.) (N.T,S) DRAWN BY: APPROVED By UNBRACED LENGTH Of X-SRACINO MAY �C .L) , NOT EXCEED 10 fL.V LENGTH DOES APPROVED BY: LJG SHEET NO. 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