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Beach Ave 1073
.-I UENER1,1- S 1-RUCTUi2AL NU1 ES I REVISIONS F3 _ 1. Codes: Florida Building TITLE SHEET FOR THE CT ti` ' OF ATLANTIC ATLANTIC, O C E A N ng Code 2004, American Concrete Institute Am r' BEACH 30.00• a scan PLAT Institute of Timber Construction and American Welding Society. J COMP. WINDOW INSTALLATION (METHOD A-1) SQUARE;t�TAC�E'MFORh1ATI01'a _ WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO,THE WINDOW INSTALLATION. 2. Live Loads: • CONDITIONED FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE._ SPACE FIRST FLOOR- co C i L7L5l� 30.28 30.00' Roof: • CONDITIONED SPACE SECOND F • , 'fin 30.00' 20 psf FLOOR t l oto ,t✓ STEPS SECTION A p • CONDITIONED SPACE THIRD_FLOOR: � O THROUGH wN00W JAMB .Second floor: - /24.5 O OIN WATER SHEDDING FASHION. ^R' 40 psf • UNCONDITIONED SPACE STARTING IN THE BASE of Stair: 40 psf - UNENCLOSED SPACE- '1 D S r THE WALL k WORKING TOWARDS SHE TOP.INSTALL THE wRB • LOT AREA(EXCLUDING WETLANDS&BODIES OF WATER. T IJf 10 THE FACE-OF THE SEALANT BEA SHEATHING, BEHIND MOUNTING =� FLANGE. 3. Wind Loads:� oarr,a (Z)APPLY SILL FLASHING AT BACK OF YAN°OW See Wind Load Notes y, � APPLY BEAD OF SEALANT D'A I R 0 1 v o(It�1 Y STRUCTU F H T,�AND NUMBER OF STORIES 11 FLANGE k SET WS 70 USING MEAN ROOF HGT. PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO s T�D k1 a OPENING. APPY A S/B;'NOM. I 4. Allowal)Ie Soil Bearing: NUMBER OF STORIES - - - SIDE BEAD OF SEALANT :' g 250a psf �• 0 3 FACILITATE INSPECTION. NA.TO THE BACKSIDE SIDE JAMBS-EXTEND B,/2:' (mITER10R1 OF THE WINDOW APPLY BEAD OF SEALANT RANGE,IN LME "IN ANY V M T APPLY JAMB!LASHING pRE_pUNCHEO HOLES OR SLOTS. AT HEAD APPLY HEAD FLASHING paction: FLASHING I 5. Soil Cort i 3 SEALANT BEAD BETWEEN Soil under slab on rade and founds o ROOFING ERIAL INFO TIQN O ®JAMB FLASHING FLASHING AND MOUNTING 9 honAT FLANGE. shall be compacted to 95/o (MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 15, � ^ .f APPLY CONT,SEAL TO THE MOUNTING 4• �, y A FLANGES At THE TOP(HEAD)AND moLiified proctor max. dry derisity(ASTM 0-1557). FLORIDA BUILDING CODE). QREµOVE(PREVIOUSLY APPLIED SEALANT AT JAMBS 8 112; ABOVE O THE RAAABTHEAO. ANT(MBEDA JAMB )Of WINDOW. EXTEND ROOF UNDERLAYMENT-ASTM 4869 TYPE i APPLY NEW SHEALLOYAKAT-SEE FASTEN IN PLACE. FLASHING 4• Materials: _ • 0FLAT OVER HEAD FLASHING. FLASHING T H SEALANT AND • ROOF FLASHING-.26 GUAGE MATERIAL FOR DRIP,RAKE,,CAP,& N 0.90' OVER DIAGONAL CUT-TEE ( Concrete( Normal weight-28 days) 3000 psi VALLEY rvOOG DIAGRAM GOES OVER SEALANT). -�-n •• w = - F��inforcin Bar ROOF MATERIAL- sEcuRE wRe g ASTM A615, Gr 60 AXIS+� tT.30'� o AT HEAD Welded Wire FabricASTM A185 • FASTENING-REFER TO STRUCTURAL SHEET'S ADOITIo o In Hollow Load Bearing CMU ASTM C90, Gr N-1 Howe FLASHING AT HEAD Anchor Bolts ASTM A307 or A36 TYPE OF {}V./�J JAMB FL T'BEYOND { sTRI)r-ensu `A � O �4.70 U � ® JAMB FLASHING. I �QN p Welds AWS E70 or E60 TYPE NI �' ^•+ Wood Member for Beams& Posts #2 SYP UN-PROTECTED AHEAD FLASHING • - '�� 1� s EMBED BOTTOM OF THE O W V N R HEAD FLASHING AGAINST for Studs #2 SPF or better • UNSPRINKLEDTHE V APPLIED I SEALANT SEALANT FLASHING GOES Microllam OVER SEA ANT Y EXTEND � ) i 1.9E - \ FHEAD ASTEN ASHI CBEYOND WIND ZONE INFORMATION ►--+ 1 S O EACH JAMB FLASHING. } ►••i ! REFER TO THE STRUCTURAL.DRAWINGS FOR.THE WIND ZONE INFORMATION. cn W Wind Load Notes: - - w A � O i ? A ► Codes: Florida Building Code 2004 and ASCE-7-02PROJECT L ATION Q Q O / (RMB FLASHING - APPROXIMATELY-3,W FEET FROM THE COASTAL C .GOfVSTRUCTION. ( NO TO OVERLAP SILL � C�< � y,� EXTEND JAMB FLASHING '4 - Basic Wind Speed: 120 mph (Wind-Borne Debris Zone) FLASHING. LING 8 fv m ABOBVEFRCK51t1G'MC d 1/I:• IND(OOF--,,� a r OPENING CK T Al HEAD, Wind Importance Factor: 1 = 1.0 E3uildin Category: I � C.s TUCK TOP OF t ` 2 JAMB FTHE F G SEALANT g g ry I -` -. OF°wRBTA"E1 THE �'�7 LE St f�ET, /T� PLA k.?, �.uV�J2AC� 1� HEAD SEE DIIAGRAM. Wind Exposure: C •�.T2uG 7-41/2AL. N10 7-a U,eI G'.•1a1, I JtlS rir= W1 t,1401)VV . 7.41 L V � I\ Sell FLASHING � W PLUMS, AND LEVEL CONDITION USE CORROSION Enclosure: Partially Enclosed Building N � � 2 a SHIM AND ADJUST WINDOW 10 ACHIEVE SOUARE, OD _J Q h- O CSS ANT FASTENERS FASTEN WINDOWS PER /; A-1 N- N". � WINDOW MANUFACTURER SPE�,fICATIpN$. internal Pressure Coefficient GCpI = +.55 Of -.55 _ n� a(Y �.J r O u X C x Q v e., WEATHER RESISTANT / v o o v " BARRIER (WRB) .�- Z - L t✓>4 T����GJ ♦� AT A 45 DEGREE ANGLE.CAREFULLY CUT THE Wind Pressure to Windows/Doors: 3.82' y O BARRIER ON A DIAGONAL. GENTLY RAISE THE •( TOP CORNERS AND CENTER TO INE EXTERIOR V TOP EDGE OF THE BARRIER UP AND TAPE THE ' NCL ♦ O Q_ ; k CV V WRB SURFACE ABOVE. End Zone =6' 4 z �, -�'_______ INTERIOR VIEW = TCST A - Z0OP LEFT CORNER OF WINDOW Zorle Effective wind area(sf� Wind loads(DsflN'ATTACHMENTS: 1.ENERGY CULATIONS . 30.00• 30.00,, ''�• ' - � _ Positive Suction 2. 30 00 TRUSS ENGINEERING I Interior 0- 2a 1 , 30.00'PCA T l C0111N�• L --- BE.4 Com' �40'Rj W� A VENUE zc- so 51 - too fi r 0/'� 40Z w � A681 F 1N Tel SINGLE-FAMILY DWELLING °f yo -• 5 NG � The termination of the stucco at the base of a wood structure shall be per ASTM C-926 A2.2.2. A drip sere End zone OCCUPANCY _ ASS• _ Installed per ASTM Standard 1063-03. See below: 0- Z® ,4 i ®� RESIDENTIAL GROUP R3 ` V 50 c, Cot+ TDO FOUNDATION NOTE. 11! Itoo J - -- .- _..__.,...,.�,_...,... A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE-SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE OR ALL ELECTRICAL NOTES: PROPERTY.MARKERS SH,,LL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER 10 VERIFY REQUIRED SETBACKS. T ' 4���� 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL CONTACT INFO MATION " _ ELECTRIC CODE. (CURRENT EDITION) III A11111001I ENGINEER , 2. LOCATE ALL ROUGH-IN BOXES SUCH THAT WHEN DEVICE "5W1 e. •• . . COVER PLATES ARE INSTALLED THEY WILL CLEAR ALL TRIM BY 1 INCH. CA _*4Q 3 ` - _- '•, E (MIN) 2 7 r�©2fi% S T-. ' JAx• r3e6{• �G 3 Z.ZS'o 3. PROVIDE DIMMER SWITCHES FOR ALL CHANDELIER&RECESSED LIGHT BUILDER �� FDnRES AS SHOWN ON DRAWINGS. 3-7C.o .4. PRE-WIRE FOR TELEPHONE&T.V./TERMINATING AT EACKBOARD Please note the position of the OSB.It is raised,off the concrete and aligned with the face of the foundation.Cane m LOCATED IN GARAGE. be taken to consbucit foundation walls straight and true.In areas where the bottom of the OSB is ex PR L exterior grade or otherwise protected as approved by the Building Official. BOJ4F Infomnal Interprets ott n Num! S. PRE-WIRE FOR SECURITY SYSTEM. PROJECT OCATIQN MAP _ 2656,attached,may lbe used by the Building Official for guidance as to the intent of the Florida Building Code. *INDICATES PROJECT LOCATION 6. ALL LIGHT FIXTURES SHALL BE LAMPED BY ELECTRICAL ; +� Accent strips should be installed over the brown coat or the substrate.If installed over the substrate it must a SUBCONTRACTORS. lath and comer beads. 7. ALL PANELS SHALL HAVE TYPED INDEXES IDENTIFYING AL1.CIRCUITS. SYP. STUCCO FLAK h I N G DETAIL • 8. PROVIDE ADDITIONAL SERVICE&SPARE ELECTIRCAL CAPArTry F-OR 95 SPA&SWIMMING POOL. 119 MPH 9. UNLESS SPECIFICALLY NOTED OTHERWISE,ALL DUPLEX RECEPTACLES 9 SHALL BE MOUNTED AT+18"AFF, SWITCHES AT+48"AFF,AND+1" 120 MPH (MIN)ABOVE COUNTER SPLASH U.N.O.AT COUNTERS. 10. USE(1)HOUR RATED RECESSED LIGHTS ON ALL FLOORS OR SUBSTITUTE SURFACE MOUNTED FIXTURES, 115 MPH ARC- FAULT IN:ALL DWELLING UNITS , 1( ELECTRICAL SCHbULE ,o ,\ 9 4 SINGLE-POLE SNATCH EXHAUST FAN I. �� 110 MPH 119 MPH { �s ;3-WAY SWITCH EXHAUST FAN w/ LIGHT , 115 MPH49- j 5 DUPLEX OUTLET SURFACE MOUNTED LIGHT 120 MPH GRNO FAULT OUTLET RECESSED LIGHT WEATHERPROOF OUTLET WALL MOUNTED LIGHT OF SIMTCHEO OUTLET FLOURESCENT FIXTURE ® I _ �r `-7 - ® SPECIAL 220v. OUTLET JUNCTION BOX m Firestopping In Nonfire Rated AssembUes APPROXIMATE Re:Ciariitcation of Bulletin G3-ou LOCATION A 220v OUTLET CLG FAN PREWIRE ron " r �I EI THERMOSTAT CLG FAN w/LIGHT PREWIRE fanA�'L CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS •4' ,� (t T,V. OUTLET SMOKE DETECTOR Oso j Section 705.6.3 requires that all nonfire rated assemblypenetrations P trations be fire stopped to t�,} - P proven a sass e o aures an o gases. a material use or s ose is not { r- �,B T TELEPHONE OUTLET ELECTRICAL METER P g p5iA5 Span Tables for No.2 SYP Rafters ..- � �� � further identified in the code.It is the otic o I this material must meet Policy f the Building Inspection Division that ,t U No Cic Eng Lad•20 psi LL,10psf DL _.�_-. .,-_ ^ _ ___ �]�]DBL FLOODLIGHT ELECTRIC PANEL ' the requirements of ASTM E-136 or ASTM E-814.This • t CS 1 applies to both residential and commercial construction. 1 SM 12'G.C. 16`o.c. 24'o.c. x • \J API=FY ' Span Tables for No.2 SYP RaRers•No Ceiling Joist- _I11� I 1<I HEA (uAjDER BUIL.DI. G =ICE with Drywall Ceiling.20 p:i LL,,S p:,a 4-T���-T� -�"r V� -- A D E R SPAN TABLE AND STUD SIZE 12'o.c. 16'o.c. 24'O.C. K. �' . HEADER BEAM INDOW/DOOR 2x4 JACK 2x4 FULL ...,-- MAX. OPENING STUDS HT STUDS gy, Span Tables for No.2 SYP Ce+lirq Joist 'r�' >'�►'I" 1 e,-•-�-� �.` III- � ---_�'o:^ i� 20 psf LL,10psf DL � '�_.. _ „ 2-2X8 #2 SYP 2 3 -0 1 SIZE 12-o.c. 16'o.c. 24o.c. E� � r(Cr � ,6 %2 EN -TituZ .T10fii CCUA.� � �iT�� o- 2-2x10 #2 SYP w/ " 1 2" f-IIIIPly Flitch 4'-0" 2 . 65V 2x10 #2 SYP w/ 1/2" Ply Flitch 5'-0" 2X1 20'4' __-, _-_ -. _ 2-2x12 #2 SYP w/ /2 Ply Flitch g'_0" DF�AWN 11 T it 2 2 It 1 -- _ _ __.__ 2-2x12 #2 SYP W/ 1/2" Ply Flitch 7'-0" 2 '1 2 CHECKED Span TAW for No.2 SYP floor Joist 40 psi LL,10 psf DL DATE SIZE 1r c.c. tr D.C. 24'o.c. TrY 17-Ir sc�►LE 202 - JOB NO. - Roof Framing Notes: SHEET 1. Up ratters to each beating point with SST-H2.5A clps up to 10,span. For greater than if span use Simpson LTSIZ 2. AN ridges and valkp shah be one(1)nominal the larger than s oinin'niters: r� 3. Not!raAets to CeMN joists with 4-.1 3i x 311M nails. 4. Nail rafters to plates with 3.16d cow=naik. 6. AN afters and mMng joist shall be No.2 or 8L SYP. NATIONAL PAINTFAST NO.186A-24x36 eros OF REVISIONS RY x. l u '� �4��"CU v I��tura Pouf u�� �'!p�i►�. ,�-.-- . jrl7.o&fe W/ 9r,Po 610P I 00L ,r 4002,4 imiliJ p Cid ot� t ��T 0,A .. of�- o t' -_ �,o - - - - ----- ... t.... _ _-__..._ . .___ ._._ .�� .�.�.,�......��.. '� ►-� COT Iry f� H G- _ p i r � Ln i co-.) Pf n N _ NY fl. _ ►� L A T f a v «� � as ± a r i � � _`. ? ,�! �» ..�e', !���-:s� �, , i � - ._.:• �+I�o� ��f�� V'�/1�' �o r-V�`�1 V/���t�! Z• k�' R,,_ - .�" �*+ 1�=='#��r("1 �G j z 3__..r,._.�, �� t ---_ r ,�t�•1i'�" �t i�(�1 "1e A��,.-�-�r� .� �r��I�P I I f:i�a. �-`("`& - �y�1 2 X11 000, 17 `J � r!- !•lit-'f fm Kill lob L t # �atilA X lx.41- SACC. f IL - - � ..�.� .....v,..,�._.-��....._�...,.-r._..—.__...._. - i 'N..rw...:cwsauw.ysrr'a'�aeae.a�+rm*►�vw - .....i*�..•..�. .......o..m..c,.yr�..A++i. _ -_ - ....._.. a s E i Q w.r' TI - - �' CA) - —— — _ yvov � h �.� _�. - y E i -- -- i.1�t�'i'� Gl'('�"'( l -1 ICS► h s�aY;�` • Vii ' " ���x :� fs► �.. �JEH/ ®r�JVG. r,0 7',6 or11,-�r� t�ir� ---�-- W - 1 6x z�k 1�iD 5'5 F� yc%� o) _ � LA C 1 V_ Tit Ie t� _ At �---9 A DRAWN our d S r,t�� D 01, CHECKED ...e.x,.�...�... ��... _ ... ..........+.swww�t+_ .......xa..-rou ..._...« -...- + - ' o...e Lv;....... .u.'. .+w-a-.«.r. �ye..........�--> o.+-� T ? - ..r� •-j DATE c��, ;1.".'.1..x/ ,�w��,� � I� � � � � � _ � _ •_ . _ . l! SCALE ��� �- "rte �A �>`Iv !Z'i Q.!s• JOB NO. _ �»_ - - i - - - �# � it - .,. - _;�.�. _. EYP- - - � � i ! _ - ti �„t�.?._-._ _ .( . �. ,� 1"`�-�+` oLrr CZ� 2.?�Go 4:7 BUILDt, G r ICe SHEET 15141 ST r` �►e w arra - BY: - NATIONAL PR/NMAST NO.166A-24x36 oms REVISIONS SY 14 � o - - - �'v_ 5 n �GVH-- IOLAf�- J Loll IL--Jl R_I ja__ - --.- •_..,dam : , � • -�-. __----._�--.------ _______._.-______-___..�.._____. ������ ��.� mar --�"" -� _..__._.. ffli L I Ar ILILT-7--I F ' J i i IL 1 E�VAT I e?t_j - ORAwN CHECKE[]b......, ...__-.., DATE SCALE JOB NO .....,..w., AP,"F' fill CITY OF J __ ..... BUILM. G r ICc SHEET OF c;1 arc t:- NATIONAL PRINTFAST NO. 186A-2406 oie,s REVISIONS RY � 0 N D � o N r� 1 p LnN e-� ucnZ 1 � u � V cV A O s� - 1 3 " 4' Li I , ' a __.. z G t DRAWN CHECKED DATE i SCALE i i JOB N O.CITY. OF �. y IBUILDI, c r ict SHEET f�lEl b OF NATIONAL PRINMAST NO.186A-2406 o�n+ _rn o WIND ENGINEERING GENERAL NOTES & DESIGN CRITERIALn N � N N 100 Zk 1 . CODES. Florida Building Codi ( 2001 Edifim ), ATTIC, NIDS, AWPA & APA ( late9t editions ) ■� � IN a N 2. LIVE LOADS: JCnCn ROOF LIVE LOAD - TOP CHORD . . . . . . . . . . . . . . .. . . . . 20 PSF Q r Q U COFLOR DA BU LD NG COD 2001 N 9 ATTIC LIVE LOAD - BOT CHORD . . . . . . . . . . . .. . . . . . . . 30 PSF z w FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . 40 PSF 0 � < a OM DFSIGN PRESSURES FOR OPENINGS _ - 5Lj �x 3. WIND LOADS: BASIC WIND SPEED (V) = 120 MPH QX > J ( VERSION 1 . 01 ) IMPORTANCE FACTOR (1) = 1.0 _ Z Q o BUILDING DATA JOB INFORMATION EXPOSURE CATAGORY - C, BUILDING CATAGORY - II a- _j INTERNAL PRESSURE COEFFICIENTS +-/- 0.18, ENCLOSEDW ? Wind Velocity (mph) 120 Company Structures International PRESSURES ON COMPONENTS AND CLADDING: SEE TABLE F- w Importance Factor 1 .00 Prepared By DJC Z � ca Exposure Category C Client Name Oken / Merritt 4. MATERIALS: N D Internal Pressure Coefficient + 0.18 Job Description 1073 beach ave. Garage CONCRETE: NORMAL WEIGHT, MIN. 2500 PSI @ 28 DAYS w/ FIBERMESH REINFORCEMENT FIBERMESH: 1 /2" MONOFILAMENT DOSAGE: 3/4 L_B PER CUBIC YARD W U) N LO Mean Roof Height (ft) 22 Renovation REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER SOIL CONDITIONS, 8c � �' "' N CO J Building Width (ft) 20 � N � Building Length (ft) 33 DIFFERENTIAL SETTLEMENT, IS THE FULIL RESPONSIBILITY OF THE CONTRACTOR. w N Roof Slope (x: 12) 6 Job Number 2S131 CONCRETE BLOCK: ASTM C90, TYPE I1, f'm = 1500 PSI " � �M w Z J MASONRY MORTAR: ASTM C270, TYPE "S" q, o °=�" REINFORCMENT: ASTM A615, GRADE 60 _j Y w LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITI-H CHAPTER 23 OF THE FBC. WALL O STUDS: SPRUCE, PINE FUR, MC19, N0. 2 ALL OTHERS: SOUTHERN YELLOW PINE, MC19, NO. 2. EXTERIOR SHEAR WALL SHEATHING: ALL EXTERIOR MALLS ARE SHEAR WALLS. , OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE 7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PANELS U.O.N. MARK DESCRIPTION ZONE ELEV. (ft) WIDTH (ft) HEIGHT (ft) PRESSURE (psf) PRESSURE (psf) USE 3/4" THICK "APA" APPROVED T&G GLUED STRUD-I-FLOOR, A Double Garage Door 5 5 16 6. 67 28. 8 _ 35, 1 EXTERIOR SHEATHING FASTENING: , B Window 4 5 2. 5 4. 5 33. 8 - 36. 6 FOR WALLS, FLOOR & ROOF: FASTEN SIHEATHING 8d @ 4" ON CENTERS OF SUPPORTED EDGES C Door 4 5 3 6.67 32. 5 - 35. 4 ( IN THE SEAMS ) AND @ 12" ON INTERIMEDIATE SUPPORTS ( IN THE FIELD ). D Single Garage Door 4 5 7 6. 67 30. 6 - 33. 5 FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSCON" OR ENGINEER APPROVED EQUAL, E French Doors 5 5 4 6.67 31 . 9 - 41 . 2 ANCHOR BOLTS: ASTM A--307. N 0 F Window 5 8 2.5 4. 5 33, 8 - 45, 0 THREADED RODS: ASTM A--307. I WASHERS: ASTM F 436. r1 NUTS: ASTM A 563, GRADE "A" HES(. N EPDXY: SIMPSON STRONG-TIE CO., PRODUCT: "SET" ADHESIVE. o0 2A Sliding Glass Door 4 15 9. 75 6.67 29. 9 - 32. 8 LLj 2B Window 4 15 2 2 34. 0 - 36. 9 1-- 2C Door 4 15 3 6. 67 32. 5 - 35. 4 0 2D Window 4 15 2. 5 4. 5 33. 8 - 36. 6 O 2E Window 4 15 2. 33 5. 33 33. 5 - 36. 4 2F Window 4 15 1 . 67 2.83 34. 0 - 36. 9 Q O Q Width of Edge Strip (a) in feet = 3 W CD C� ___j Q Q � CD LiJ W M LTJ � Cn Q o LTJ � M O - rr7 CD � N D o z z w M CD U __D SHEET S8 ,3►aa1f. ,N y •� 07-3 PV� rn 0 16d NAILS EA. SIDE TYP, N \" THRU BOLTS COUNTER- ONO 'N THRU BOLTS COUNTER- N 0 SINK HEADS NUTS. TYP. SINK HEADS & NUTS. TYP. — LL) 04 0 N / \\ cn M / Q z u) n I ¢ U co N TRUSS TOP CHORDS TYP. • i I „� ii¢ N ^ 1Wm � o O � a / F= � MDo o °'- P.T. 2x4 BLOCKING \ / w j w ¢ b/w PLYS OF TRUSS Q w w ~ 0 0 0z NOTCH SIDES OF POST z 00 TO RECEIVE CHORDS 5'-8 2'-6 i Z 2'-64„ 5'-84" 5'.-8 W v� w Z w� 0 U P.T. 2x4 TOP N D bi POST CONN , DETA � L ` CHORD TYP. ( ED cn D l \ W V) Ncoc rn NOT TO SCALE 57 W p O cv ao0 � l 1 -J (n J X J Y W Q z C) � Q i i .•i•. to 17'-8" . In 100 000, / n / P.T. 2x4 BOTTOM P.T. 2x4 r \"N THRU BOLTS COUNTER- CHORD TYP. WEBS TYP.. SINK HEADS & NUTS. TYP. D , I I I I S7 DECORATIVE P.T. NOTCH SIDES OF POST WOOD ELEMENTS \ \ TO RECEIVE CHORDS CHAMFERED / WOOD POST NOTCH VERTICAL B C B C \ AROUND WEBS TYP. / NOTE; ALL NAILS TO BE - • • \ COMMON NAILS MIN S7 S7 S7 SIM i • i \ EQUAL EQUAL I • ICN I 16d NAILS EA. SIDE TYP. I • i I O THRU BOLTS COUNTER- IN, OUNTER- \ / / \I \\ //P.T. 2x4 BLOCKING SINK HEADS & NUTS. TYP. \ / 16d NAILS EA. SIDE TYP, N \ / �� / b/w PLYS OF TRUSS WEST GARAGE DOORS E - CA 99 w TYP. B SI TE FABRICATED Tl NOT TO SCALE s4 Q 17'—8.100 oe" S7 TO SCALE APPLY TO EA. SIDE OF FRAME ) S7 z ( Q I I I \ 7 4'-0" 0 Q W 0 B C 8d NAILS @ 3" c/c [� S7 S7 IN CORNER ZONE w W ( L� E TYP. °O O • • • • • • • • • ° • • • • • \ / O CD EAST GARAGE DO-GR ° ° • • ° ° • ° • • • • • ° ° ° �' • • • • • • • • • • • • • • • • m -i—' NOT TO SCALE 1212 L" EACH SIDE AT END SUPPORTS • • • I I W AND "1212 T" EACH SIDE AT INTERIOR SUPPORTS • • • • I I � � � oe O 0 0 • • • • a --------- -------------- � I I � I I HEADER D 1 I O _ • • • • Fo 0,; • • • • I Ic__ - - Q m (D ec a c • • • • � � I`� T S7 S7 57 57 --------------------------- • • • • ------------ - ------- O -� 0 SIM o % — ) Cn °0 WOOD BEAM SINGLE PIECE OF N 5'-10 " \ 3'-9" E SEE PLAN TYP. CORNER SHEATHING TYP. I— / S4 Z / 1 WOOD POSTWOOD PUST �-'---I m 1 SEE PLAN TYP. J 0 DECK FRAME- SHEET NOT TO SCALEGRAGE PORTAL .WOOD FRAME ELEVATIONS- TYPICAL WOOD FRAME DETAIL- CORNER HEATHING DETAY ('A _ B S, c S / NOT TO SCALE ( FIELD VERIFY DIMENSIONS S� NOT TO SCALE 57 NOT TO SCALE APPLY TO EA. SIDE Gf"--- .m. -�: 57 ) ( d 73 pock ..Ave. _rn o En WILE END VERT. eR,� W J N 66 I 2x4 SPRUCE OR BETTER BLOCKING PEER TRUSS DESIGN (TYP.) w N CENTERED BENEATH SHEATHING JOINT. J M 2x4 RAFTER ATTACH BLOCKING w/ (3) 16d TOENAILED � a, @ 24" c/c MAX OR (2) 16d ENDNAILED EACH END. I ROOF SHEATHING Q > v r, 12 PREFABRICATED WOOD rte,-�`- ¢ co Cy CH PREFABRICATED WOOD ATTIC TRUSSES ® 24" c/c ROOF SHEATHING i w SEE AR / � m � a "H10" HURRICANE TIE ATTIC TRUSSES 0 24" c/c C SIM. \ Q F— cy � °% @ END OF EACH TRUSS S6 2x4 SPRUCE OR BETTER 24" LENGTH CENTERED ON \I �; x oU TYPICAL. - 8'---0" LATERAL BRACE (RAT RUN) FASTENED w/ (6) 16d I I a w �` TRUSS BEARING NAILSOR (8) 9d NAILS TO 2x4 CHORD BELOW (TYP.) USE SIMPSON TC SERIES 1 z Q SEE ARCHITECTURAL I / N @ ANCHORS FOR SCISSOR \ \ o TRUSSES TYP. ` / SITE z \ / r FABRICATED W v� DBL 2x TOP PLATE 2 48"Uc/c RcG MAX \� _ ' " F / TRUSS T1" 2x STUDS 2x4 x 7'---0" ®48" c/c MA 2x6 STUDS - / / \ 5 C�16" c/c TYP. ATTACH TO EA. TRUSS ®16" c/c TYP. \ Z BOTTOM CHORD TYP. WOOD TRUSSES (TYP.) I S6 7) bi TO EA. TRUSS BOTTOM CHORD WALL SHEATHING mt coN i W Ito CC) (2) 16d NAILS 10 < _ rn ROOF SROOFECTION- 1 CTIA 2 = . � � 2x4x8'-0" LATERAL C � NOT TO SCALE S6 NOT TO SCALE ��S � BRACE ( RAT RUN ) S6 (� CL o °) zU wl¢i. LL < ROOF SHEATHING I.. r7 ' 2x4 KNEE BRACE 0 4'-0" c/c MAX,. SPACING W/ (3) 12d NAILS EACH EPND STUD WALL CIO n INTO TRUSS VERT. MEMBERS, GABLE END VERT. BRACING WEB MEMBERS. NOTE: , 2x4 SPRUCE OR BETTER BLOCKING PER TRUSS DESIGN (TYP.) CENTERED BENEATH SHEATHING JOINT. ALL NAILS TO BE COMMON NAILS MIN. ATTACH BLOCKING w/ (3) 16d TOENAILED OR (2) 16d ENDNAILED EACH END. 24"' ROOF SHEATHING PT. 2x RAFTERS x GABLE END W )ALL SECTION3 , (MAX.) SIMPSON LSU24 EA. END NOT TO SCALE ( IN LIVING ROOM ) ��S6 WALL SHEATHING SITE FABRICATED N 2x4 SPRUCE OR BETTER BLOCKING CONTINUOUS TRUSS "T1" Q PREFAB WOOD GABLE TRUSS SITE FABRICATED N / DECORATIVE TRUSS WOOD SCISSOR 1, ROOF SECTION 5 TRUSSES (TYP.) I �j \\ '� S 6 (2) 16d NAILS 0 EA TRUSS NOT TO SCALE bS 2x4x8'-O° LATERAL INDIVIDUAL SHEATHING BRACE ( RAT RUN ) ATTACHED TO THREE TRUSSES MIN. 0 STUD WALL _ GABLE TRUSS - - - TI- - - - - I 8d NAILS C 6" oc MAX. @ PANEL W 2x4 KNEE BRACE 0 4'-0" c/c MAX. I II I II I EDGES ® BLOCKING (TYP.) SPACING W/ (3) 12d NAILS EACH END II II II I I I INTO TRUSS VERT. MEMBERS, NOTE; I I !I I I I 2 ROWS OF Bd NAILS GABLE END NAILINGCD WEB MEMBERS. ALL NAILS TO BE II ii II II I I 0 4" c/c STAGGARD 8d 0 6" c/c. TYPICAL. W COMIMON NAILS MIN. CD 8d NAILS 6" oc ® II II II II II I 7/16" SHEATHING SHIM CABLE END WALL SEC TION 4 ALL PANEL EDGES II II II II I I Q EXCEPT OF GABLE II II II I 8d NAILS 0 4" oc MAX. 2x4x8'-O" LATERAL C] r TRUSS (TYP.) II II II I I (GABLE END FRAMING ONLY) BRACE ( RAT RUN ) N o T To SCALE ( IN BATHROOM ��S I I I I II I I I I OR FLOOR SHEATHING 16d NAILS @8" c/c. TYPICAL. w w - - - IN ATTIC SPACES ) - II II II II I � II II I I II I I I I I I 3 4 16d NAILS 0 8" c/c. ALTERNATE L LI SG SE7 TOENAIL AND ENDNAIL. TYPICAL. cn II II 2x4 SPRUCE OR BETTER 24" BLOCKING CONTINUOUS —_ —_ —_ - CENTERLINE RIDGEFASTENED W/ 8d NAILS Q 8d NAILS CSD 12" oc ON II II II I� - Tr I f 0 4" c/c STAGGARD TO 2X4 10 = � D GABLE END TRUSS (TYP.) INTERIOR OF PANELS II II II II I BLOCKING BELOW (TYP.) 0 SIMPSON HGA 10 INSIDE 0 4'-0" c/c (INTERMEDIATE) II II II I I EXCEPT ON GABLE II II II II I I Q 8d TRUSS (TYP.) II II II I W ® II II II II II I "A35" FRAMING ANCHOR 0 20" c/c M —_ —_ e e II II II II I O a II II I � II II II I 2x4 SPRUCE--PINE-FIR OR BETTER .� II II I I I BLOCKING (FLAT OF VERTICAL) Q 0 u) ® II II I I I I FOR END TWO (2) TRUSS SPACES r-) N II II II II I AT RIDGE ® 4'-0" oc MAX. (TYP.) 7/16" OSB WALL SHEATHING. Qa - - SEE GEN NOTES FOR FASTENING II II II II II I II II II II I I O II II II II I I I Z Z " FLOOR SHEATHING2x4 CONT. II II II II I I ON BLOCKING. II II II I II I I w—J O II II II II II I NOTE: U "RSP4" STUD PLATE T&B ® ALL NAILS TO BE NOTES: EVERY OTHER STUD. TYPICAL. COMMON NAILS MIN. ALL NAILS TO BE SEE SECTION COMMON NAILS MIN. SHEET ROOF SHF ENLARGED GABLE END DE GABLE TIE — DOWN EXT . WALL DETAIL- rA ATTACHMENT PLAN- _ NA �o S6 S6 NOT TO SCALE = `' �; S6 NOT TO SCALE NOT TO SCALE ��� PDX. rn 0 cn STUD WALL \"N LAG BOLTS ® 32" c/c STUD WALL \"N LAG BOLTS ® 32" c/c STUD WALL \"ry LAG BOLTS @ 32" c/c N `N J N H � O Lo SIMPSON SP-1 SIMPSON 5P-1 SIMP50N 5P-1 E, ' J 00 -.4- STUD dSTUD TIE PLATE STUD TIE PLATE STUD TIE PLATE (A w cn I SILL PLATE SEP 32" c/c TYP, SILL PLATE CSD 32" c/c TYP @ 32" c/c TYP. r U U) n P.T, WOOD § ¢ C N DECKING w LL, en d Q C) J p 11 i'I FLOOR SHEATHING 11 rI FLOOR SHEATHING w U- J i CONT. P.T. 2x12 LEDGER w/ O SIMPSON MSTA36 0 32" c/c 1 / FLOOR SHEATHING \ x LAG BOLTS (�1 16" c/c ' z a � SIMPSON MSTA36 ® 32' c c i FLOOR TO FLOOR TYP. " FLOOR TO FLOOR TYP. TOP & BOT. STAGGARD TYP. ��, PREFABRICATED WOOD a PREFABRICATED WOOD , � FLOOR TRUSSES W z i FLOOR TRUSSES PREFABRICATED WOOD P.T. WOOD JOISTS w CUT DBL 2x10 CONT, D CUT DBL 2x10 CONT. FLOOR TRUSSES , , � d- TDP & BOT. TYP �, �� TOP & BOT. TYP. '� ; O F___ SIMPSONLUS212 ® U EA. JOIST TYP. 1� Ln La � W cN � c 00 CUT DBL 2x10 BLOCKING % � + > N I J TOP & BOT. TYP, �, �, 3: Cn Lj N N > O 2x CONT. DOUBLE 2x CONT. DOUBLE a- o a= `f TOP PLATE TOP PLATE ' � Y w ¢ SIMPSON SP-2 SIMPSON SP-2 STUD TIE PLATE STUD TIE PLATE SIMPSON SP 2 to ¢ ~ w ® 32" c/c TYP. 32" c/c TYP, STUD TI PLATE WALL SHEATHING WALL SHEATHING WALL SHEATHING @ 32" c/c TYP. L° Lo STUD WALL STUD WALL STUD WALL , FLOOR TO FLOOR CONNECTION1FLOOR TO FLOOR CONNECTION2DECK TO FL OOR CONNECTION 3 , NOT TO SCALE JOISTS PERPENDICULAR TO WALL �S5 NOT TO SCALE JOISTS PARALLEL TO WALL S5 NOT TO SCALE SEE 1 /S5 FOR INFOMATION NOT SHOWN ) S5 N C) -�ROOF LEVEL. HEADERSCHEDULE OR FLOOR LEVEL. ]TRUSSES @ 24" C/C N ONE STORY OR TWO STORY 2 X 4 0 16" C/C UPPER FLOOR (# OF JACKS) w 2 - "MSTA36" OVER CAP PLATE TOP & UNDER OPENING SPAN 0(# OFOJAGKS) Q o BASE PLATE 807. TYPICAL. USE "HTT16" 2 - "MSTA36" STRAP TIES BENT OVER BOTH 2x STUB WOOD IN FEET 2 - 2X TOP PLATE WITH I— SUDS 0 / HOLDDOWN TOP & BOTTOM ON SIDES OF OPENINGS SIDES OF HEADERS. T16" C C ( OF KINGS) 40 rr 4 -"A35" FRAMING ANCHORS SHEATHING ® INTERIOR SHEAR WALLS. LARGER THAN 4'-0" WIDE. SIMPSON @ 2 x 4 LOCATIONS, SEE PLAN. 2- 2x CONT, WOOD PLATE 2 X STUDS 0 16" C/C Q 0'W--0" TO 2'-10" (2) 2x4 (2) 2x6 <::T- (2 KINGS) (1 JACK) (1 JACK) W 0 "SP2" STUD PLATE TIE EVERY OTHER STUD ® ROOF AND2 2X6 2 2X8 ALTERNATE: CARRY SHEAR WALL TO UNIDERSIDE OF SHEATHING. "MSTTYPICA36" ® SECOND FLOOR. NOTE: FRAMING AROUND 2'-11" 21KINGOS 41-211 1 JACK 2 JACKS L�1 Q SEE HEADER SCHEDULEL OPENINGSABOVE ( ) ( ) ( ) NOTE: USE 4-"A35" FRAMING ANCHORS C � 2ND. FLOOR ARE 4'-3" TO 5-4" (2) 2X8 (2) 2X10 ® INTERSECTION OF SHEAR WALLS RUNNING C[ SIMILAR. (2 KINGS) (2 JACKS) (2 JACKS) PERPENDICULAR TO TRUSSES. 5-5" TO 6'-6" (2) 2x10 (2) 2x12 C� 2x BLOCKING TYP. (2 KINGS) (2 JACKS) (2 JACKS) 0 PANEL JOINTS, 0 PANEL JOINTS. 2x BLOCKING TYP. CONNE CTION - LL---iINTERIOR 61-71) TO 7'-6" (2) 2x12 SEE m L (2 KINGS) (2 JACK) PLAN NOT TO SCALE �S5 °' 7'-7" TO 8'-2" (2) 2x12 W/ \' SEE LJJ n MITRE (2 KINGS) PLYWD (2 JACKS) PLAN @ POSBTEAMS TYP. TYPICAL 2x WOOD STUDS ® 16" c/c. „ WALL OPENING 8'-3" & VER (2) 2X12 w/ \ SEE = Q 2x WOOD STUDS 0 16" c/c. (2 KINGS PLYWD (2 JACKS) PLAN SIMPSON 1212L w/ 14-16d NAILS 2x CRIPPLES 2x P.T. CONT. WOOD PLATE W/ SEE SCHEDULE 1/2"— x 8" LONG ANCHOR BOLTS � Qj W/ MIN. 2"— x_ THICK WASHERS ® 32". c/c Q 0 , � EXTERIOR WALL. STUDS � 0. � Q TOP OF FIN. FLOOR ^� u� � N P. 0 Qa WALL STUDS 0 "SP-1" STUD PLATE TIE 2-1/2" BOLTS EA. 2x CONT, WOOD STUDS EACH PLATE HEIGHT SIZE SPECIES SPACING 0� 0 0 EVERY OTHER STUD. SIDE OF WALL SIDE OF WALL OPENINGS WOOD BEAMS OPENINGS. SEE SCHEDULE 8 & UNDER 2 x 4 SPF #2 16 c/c SEE PLAN WOOD POST W UP TO 10' 2 x 4 SPF #2 16" c/c SEE PLAN I S UP TO 12' 2 x 6 SPF #2 16" c/c U TYPICALA " UP TO 14, 2 x 6 SYP #2 16 c/c S5 UP TO 16' 2 x 8 SPF #2 16" c/c SHEET NOT TO SCALE UP TO 18' 2 x 8 SYP #2 12" CA 9 9 9 9 UP TO 20' 2 x 8 SYP #2 12" c/c BEAM / POST LCONNECTION- NOTES: SPF #2 = SPRUCE—PINE—FUR #2 a SYP #2 = SOUTHERN YELLOW PINE #2 NOT TO SCALE ( @ D . *k SE 2x6 STUDS FOR BRICK VENEER FINISH. S5 lrrrrrr.r (073 �� _rn En to N En 00 N DBL 2x TOP PLATE DBL 2x TOP PLATE ...I N a (WOOD PLATE 2) 2x CONT. 2x STUDS ® 16"ooc J J 0) CN (A LL- rn Q <s CO SIMPSON SP-2 SIMPSON SP-2 n C0 32" c/c TYP, ® 32" c/c TYP. z 3: Q N w .. wm .-, � THREADED ROD OR \"N THREADED ROD OR 0 < C) \ N x 8 ANCHOR BOLT \"ry x 8" ANCHOR BOLT r. x o w/ 3" HK Cg 32" c/c w/ 3" HK @ 32" c/c ww Q v 51MP`.S0N SPH ® w ONE STORY x F 'L J STUD WALL STUD WALL OR 2?nd FLOOR OF TWO STORY. 0 F- USE SIMPSON MSTA36 FROM z 0 a 1st Tf0 2nd STORY. [L -i lir z SIMPSON SP-1 SIMPSON SP-1 W C� 32" c/c TYP. 2" N OR x 1/8" ® 32" c/c TYP. 2" OR x 1/8" �'" � THICK WASHER & NUT THICK WASHER & NUTo -7) N U Ld CONCRETE SLAB THICKENED CONCRETE SLAB D N (o � V) 2x P.T. 2x P.T. W N co co SILL PLATE SILL PLATE r 04 4 u- Lo'100 LLI 0 rn N _2 w z o J O w Q CL � � � H TOP OHF FLOOR , DRILL 5/8"- HOLE, CLEAN, & DRILL 5/8"N HOLE, CLEAN, & FILL w/ EPDXY & 1/2"- FILL w/ EPDXY & 1/2"- SIMPSON HTT16 SEE,A/SS4 OR THREADED ROD THREADED ROD TENSION TIE7 �, g�s,,:� FOIIR� EMBED EXTERIOR STUD WALL AINTERIOR BEARING T B N CORNER TIE DOWN DETAIL CD S4 11, NOT TO SCALEl,- S4NOT TO SCALE NOT TO SCALE � S4i 00 LSI STUD WALLo "SIMPSON" 'ABU44' Q w/ 2-1/2"N BOLTS & 0 DRILL 5/8"N HOLE, CLEAN, & ® 12-16d NAILS IN POST FILL w/ EPDXY & 1/2"ry THREADED o ("ABU66" FOR 6x6 POST SIM.) ROD w/ 2" N OR ' X 8' THICK WASHER & NUT. TYPICAL. o o BUTT JOINT Q 611 611 - L-J ALTERNATE: /-SILL PLATE \ "N x 8" ANCHOR BOLT w/ MIN. MIN. 3" HOOK w/ 2" - OR THICK ri W O WASHER & NUT. TYPICAL. "b i ,• a4 - • 4 i- CD IL n 5/8"- THREADED ROD SEE A/S4 OR DRILL 3/4"ry HOLE, B/S4 FOR EMBEDCLEAN & FILL w/ EPDXY. C� >- MIN. 6" EMBED Q W W � USE I"- LAG BOLTS 0 - 2nd FLOOR POSTS. . O TYPICAL W � cn NOT TO SCALE S 4E S4 � � E 4NOT TO SCALE " CONC SLAB = Q w/ FIBERMESH REINF. #4 ® 48" c/c W � 4" CONC SLAB w/ FIBERMESH REINF, Q Ilk Q.) I ~_ � 1 1 1 1 1 1-1 1 , 41 CD oGRADE co 6 MIL VAPOR 00 BARRIER- • ° • LJJ 2 -#5 CONT. 2-#5 CONT. NZO -� SHEET-1 2 -0 6 MIL VAPOR '` } �, BARRIER r 2'-O" •f oe MONOUTHIC EFOOTNIS WALLz ^Y y . MAINTAIN A MI �� IMUM 3 COVER FOR ALL FOOTI-NG-14 �N'> NOT TO SCALE 54 NOT TO SCALE 54 cQ 04 N mj N p � N d W ` d Lco }� uj n Q Q00 N Z W "' .-. W M a ~ 0 1 1 ` W w ¢ U (:S;6Q x ~ �' w O �, S6 SIM Z o z 6 0 321 - 6 _ - 6 � 0 P. T. 2- 2X12 BM TIES ACTUAL DIMENSIONS MAY VARY WITH EXISTING CONDITIONS (TYP) DECORATIVE P. T. 4X4 W cnz POST TOP TO WALL WOOD BRACKETS H w Z N i D. T. 2X6 OUTLOO ERS � � . _ < W � 0 -- - - -_ -� - cn s W I I • 2 D 2E cn o� w . o .. 2E ,- q J , Jx I I J 1 W Q - H I I I I � Q � n x I I R FAB OD SCI SOR TRI� SSES @ 4 c/c Im F C/-) I I , I o LO x ,w I I I I I I I I I I I E o CD I w Q P.T. 4X4 BM TIES ~ I I Q TRUSS BASE TO WALL m D 2E Q N z . . . . I PREF, BRICATED WOODI ATTIC TFUSSES 1@ 24 c/c I I - 'I o Lo cry cif =LLiN ,� 2 A D o0 1 Q Q cv U o I - w m � I I I I I I I I � 1 SIM Q Q N f I I � 56 a w 0- 2 �" S6 CD CD w ,w O P. T. 4X4 BM TIES I I I I I 10 I I CD C Q w TRUSS BASE TO WALL I �- Ia w 3 I I la x � � W o • I �, NCD S6 I LL 1 - I Lu _ 2B I I I g l I I x Q Q I w WQ • ull -- - - 1E C-° W � T. 2X6 OUTL00 ERS E Is- Q 2, -0„ S6 - Q Q � m v � o QR (D 0 F FRAM NC PLAN .d' ►� cry NORTH SCALE: 1 /2 = 1 '- 0" CD = SIMPSON HTT16 TENSION TIE w m c o CONVENTIONAL OVERFRAMING: USE MIN 20 w/ SIMPSON A35 SHEET FRAMING ANCHORS EA. END. szs'''i !►adfJfj ,, = 7/16" STRUCTURAL I SHEATHING ` •° ' ' •° - - - BOTH SIDES OF WALL. :,:, •G. `• J X = OPENING MARK SEE SHEET S8. - NOTE: SEE SHEET S8 FOR GENERAL NOTES �c DESIGN .,C' 1 �R1 �` ti rn a cfa N � 00 N N q F CN p (A LL. rn Q >- _ Ln CJ n CN W r-ti W bm d- 7 Q O M CANTILEVER 32 '- 6" 0 �'`� o 7 w Q U x ~ Ww O Z0z 6X6 ROOF SUPPORTING N � a PORCH POST 2 2 W S5 55 I , W Z r cD 0 co I W � NN �C I I I w o I I � � C J "" w co vo . 8xE WOOD POET UNDET HEADER I I w Qo I o cn GP- LA 2. 0E I 0 w I I - c 1 [ x14' , 3- PLY BEAM I o (D I Q '- , SEE FRAME DETAILS I I I I z C SHEET S5 LLJ w l I w o I I � o 6X6 RAIL SUPPORTING POT Q c =D o w I I I Do I 11 1I I o cn c' w °L, X1 'ST FRAMING Q c LLJI w CD a I w \ w 8x6 WOOD POS UNDE HEADER CD m I = z = o z DLLE)--,, w I— '- I n ` `n � o Q I N Q w w to CD x z I o N Q o 8x6 WOOD POST UNDER HEADER I (�3 o ,..n 0 za S5 w 6X6 ROOF SUPPORTING C3 CD PORCH POST I Q I „ CD Ca P. T. (2) 2x12 W/ \ 0- PLYWOOD CONT. FROM - ----- CORNER POST TO WALL, CD _ w GP-- LAM 2. 0E C 6x6 POST EA. END Q - 1 " "x14 3- PLY BEAM UNDER HEADER, TRIPLE 2X12 CANTED BEAM mw TO SUPPORT PORCH POST SEE FRAME DETAILS (9 ,-3� ,- (-DE 00, 18' -0 SHEET S5 8 5 Y2 3 9 Q I— cn z � w Q � ACTUAL DIMENSIONS MAY VARY WITN EXISTING CONDITIONS (TYP) CD a, T-- cj-) SECOND FLOOR FRAM NG PLAN � N Qa NORTH SCALE: 11212 - l '- o" ,� z z w m © = SIMPSON HTT16 TENSION TIE D ^ ^= 7/16 STRUCTURAL I SHEATHING - -- ^ BOTH SIDES OF WALL. SHEET .,f,,11f 111(ll ll..11ll XQ = OPENING MARK, SEE SHEET S8. . S2 NOTE: SEE SHEET S8 FOR GENERAL NOTES DESIGN, ,I ,..-� �0-73 3eAci-\ --P(ve . _rn cn cD N cn N p 04 � N D Ell, NEW MONOLITHIC FOOTING .� DOWEL TO EXISTING SLAB Q " ' < U N¢ c Z W/ #4 x 2 - 0" DOWELS @ c¢O 12 c c TYP. nN wLw ¢ FOOTING NOT REQUIRED IF Q w w o CONTRACTOR FIELD VERIFIES Z a EQUIVALENT EXISTING FOOTING. m z W 32' - 6" ui F- ZC cy VS4 LU UD) N co LL. ED Q — I I 4X4 SYP POSTS SET INTO POST HOLDER I— " � w m �C) moz �. SEIF INTO 24 SQUARE BY 16 DEEP CONC. FTNG -J Y w Fa rn o Ln 8x6 WOOD POST UNDER HEADER EXISTING 4" THICK I i 00 � CONC. SLAB— ON— GRADE I EXISTING 3'- 0" SQ, x 16" 2 I co , THICK FOOTING TYP, S4 I IL 8x6 WOOD POST UNDER HEADER S4 TYP. FF CN — — — o f �1 F 7 F i I CN — h — —J L_ —J � °QST -Al R Ll IZ L —J L —1 L_ O z W Q EXISTING 2'- 0" x 16" CONT. �- W 8x6 WOOD POST UNDER HEADER THICK FOOTING TYP. i F- 7 F - O LnQo CD I � U N W Q IE- rn W m ' W E STRUCTURES INTERNATIONAL, LLC 8'—5 /2 3 g �--- RECOMMENDS A SOILS INVESTIGATION BE ACTUAL DIMENSIONS MAY VARY WITH EXISTING CONDITIONS (TYP) W Q C�d PERFORMED BEFORE CONSTRUCTION . m STRUCTURES INTERNATIONAL, LLC WILL o NOT BE RESPONSIBLE FOR ANY .v PLAN CD SETTLEMENT OR OTHER SOILS RELATED AUGMENTED FOUNDAT ON F RST FLOOR NOIRTH PROBLEMS. SCALE: 1 /2 = 1 '--- 0" z NOTES: w m C:) 1 . CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS OF EXISTING STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK. SHEET 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & REPORT ANY STRUCTURE 8c SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY TO THE ENGINEER. 3. SEE SITE PLAN FOR EXACT PROJECT LOCATION, - ,t - 4. SEE SHEET S8 FOR GENERAL NOTES & DESIGN CRITERIA. �0-73 JkO-Ck Ive.. 0 ERHANG GFIw � w j 220v Z 2 Z T 220V GFI I e0 RAGE to En EnI I LSS N � LAWN I I I CONCRETE DRIVE co GARAGE ------� 0 2068 20fi8 I --r- I , ' I S I I I I I I I R a GW ST IR II I I I I I .� 20' -0" "-- __d_ ' CONSULT ' OWNER FOR co - PRECISE COUNT AND LOCATION I , 2,_ 73 . I II I I I - I I II I , I I ------- ---- - _----- BRICK WALK --------------------- 7 lll� LLJ z I BRICK WALK 2646DH 3a6s $LSS } UPSTAIRS UPSTAIRS O n PLANTING OIn _ - Iz WOOD FENCE - PROPOSED FIRST FLOOR ELECTRICAL PLAN _________ ____________________________ _ _____________________ ______ ___- --, ELECTRICAL � ..________ UNDER COUNTER I CFI 0 COUNTER GF I =32_AFF """__ ------------- ELECTRICAL PANEL_ _ _ WALL SCONCE -- --- -0- �- --- PORCH ----�- _ --- - DUPLEX OUTLET � 220 VOLT OUTLET UNDER COUNTER LOW VOLTAGE -��-- G P — --- 220V - DUPLEX GFI GFI COVE FIBER OPTIC C 2 At DUPLEX GFI WTRPROOF =@GWp FLUORESCENT 2X4 SURFACE MT FLOOR OUTLET QQ I --- _ CFI I WALL SWITCH TT GWP ------- — I �-------------------- ------ -- -- DIMMER SWITCH-� CEILING FAN I , REMOTE SWITCH R DEC LIGHT SENSOR SWITCH EXHAUST FAN -- I LSS 1X6 OVER V JOINT PANELLING 0 C ILING N ; TELEPHONE OUTLET 4 TEL GARAGE DOOR OPENER GD 1 G P , I , CABLE TV OUTLET 13 ry I , WAFF CABLE MODEM 4cM WIRED SMOKE DETECTOR W/ BATTERY C) I ' I ' I -- -- y-W -- -- X0--T-- ----- RECESSED DOWN LIGHT— X7 _ I —0 COUNTER ® COUNTER I 1 UNDER COUNTER RECESSED DOWN LIGHT W/ LENSATTIC ACCESS STAIR PANEL ATTIC ACCESS QP L __ LOW VOLTAGE DOWN LIGHT ®„ WALL MTD FLOODLIGHTS DIRECTIONAL DOWN LIGHT WALL BRACKET LANTERN SURFACE MTD 9 CLNG GROUND BURIED UPLIGHT PENDANT LIGHT a OPEN FRAME MTD DOWN LIGHT I Q PROPOSED SECOND FLOOR RECESSED WALL LIGHT ELECTRI CAL. AND CEILING PLAN N JAMES W DUPREE ARCHITECT 1073 � � " g ' ELECTRICAL FLOOR PLANS , It. AVENUE GA.RA GE RENOVATION w ..::..._..�:� AR-00 f 1038,2 904---247 7072 E _ == A T L A N T I C B E A C H F L 0 R I D A � �'� � '�2 t -r � . ( 073 c.aeln ;;F�c . 0 PORCH � V7 V/ RIDGE 5T H F//R I r' 5/12 T - RIDGE Q Y�NG 5/1z DECK Al Root PLAN N JAMES W D UPREE ARCHITECT , 0 73 DEA CH A VENUE CARA CE RENO VA TION w 0 4' 8 ' ROOF PLAN 9 AR-09 f f 0382 904-247- 7072 A T L A N T IE A C H F L 0 R I D A � 10.01 .02 C B , S J ; (073 � � ' I ' ,i9p� ,�41.•lJ'Lxiklkd,,.lh':trr.�i , '7' . ,5 f a':Y'$, :fJj`.j1.F _ t. i Or ri..wo.,.u.w..-,w�.�e«�.r�ee—�-�xv.�re�ere-_:u._c�c.:c��. Y-.. '.�j}�.«. «wgP'yl°�°,°r J'�'.�1.9ti",y'�t �'�g•"""^1'" r _7 • i ....:......�_ _.....-.x..w �.:.• ... _.w - A .« S t yroy' � .. kta-1'tµt c`. -rpfto lore s"I'a bo wog, t, �r x 96 �:: .ts+�! 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' j f CITY OF ATLANTIC BEACH H t Y autL►attvG, OFFICE APR 10 199 A J '{ i6,. ,w....,......`w,.,.....,.....-.,.,..•.....F..,..w.......-........ ... ..................�.,.,,,..,.•r,•..,.«...,:...,.......,..,�. .»..,.,.........,w,,,.�.,�.�•,.�.wow,.d.....�w....w•�n.w.,,r�.w�w r ' ....,...hw+r�.....,w...........�....w.,,....w.M�1,w,-....a..:.......,.,......,,,.,...ww•,,..rw..�w.,....°:.ww..w�.,,.w..�..........�,..w..ww.......<wG.eMw....a��wn..v.vw,a.rdrvrw.,,.,.,...na r1 Ij j!LJ, t I, G k%4^Z C 109 1+V ... .. ,. i}- � ffi .��'A� @N rtt. �ip,,yy+ �R► F - .a5 f �� `,•�'�� yp +.ir,:v# � � � �6'f ��d1k' �YIFifie,S�IC3,. . • � � S7AR:��7tiFf7S�?�¢� �.�,v§C�]�`��, ,�5,�«7tlCVla . ,. �i' .11191' � �,W79CC JAMES W DUPREE ARCHITECT9 73 BEA CH4'A VE V (JE CARA GE RENO VA TION 0 8 ' EXI `.STING BUILDING coNSTucTION DOCUMENTS8 AR-99 > X 938,2 994,247- 797,2 � 0.0 � ,02._: .\ , � A T L A N T I C B E A C H F L 0 R I D A .�� .g"• '• •".r�U V JOINT -- O V J OIN -- PA \IEL -ING o a o 0 0 0 0 0 AIR SUPPLY � i 2X12 V I OINT CANTILEVER PAIIELIIN DAIR o SUPPLY � JAMES W DUPREE ARCHITECT > 0 73 BEA CH A VENUE CARA GE KENO VA TION O 1 Z ' DETAILS 7 AR-00> 10382 904-247-7072 1 0.01 .02 A T L A N T I C B EAC H F L 0 R I D A � •1�' �� •• �,�un POLYICYNENE INSULATION SPRAYED TO UNDERSIDE OF SHEATHING @ +/- 5.5" THICKNESS TO ACHIEVE R-20 THERMAL BARRIER ® [ROOF CLASS A RATED FIBERGLASS NO VENTING REQUIRED) AT ATTIC SHINGLES OVER 30 LB FELT OVER 5/g" EXTERIOR GRADE PLYWOOD SHEATING OVER 2X8 CONVENTIONAL FRAMING 24" 0/C FASTENED TO DOUBLE 2 TOP PLATE PER STRUCTURAL 2k8 RqF DRAWINGS 246 1 ,—1 OY-22, „ 2X6 WD OUTLOOKERS NAILED ODke,Q —��2 ALONGSIDE EA RAFTER PROVIDE PLYWD A TTI C W/ 48” OVERLAP FLOOR FOR _ STORAGE ROOFING FELT LAPS OVER COPPER PER OWNER EAVE DRIP REQUEST WHICH LAPS OVER PLYWD WHICH 2X8 CEILING JOIST `° EXTENDS OVER 1X2 PT WD NAILED TO 2X WD FASCIA NAILED TO OUTDOKERS 1X T&G WD SOFFIT ® UNDERSIDE OF Y4" T&G WD ® PLYWD LIVIo ALL NWALLS LING & 2X PT WD HEADER TRIM W/ BED MOLD I APPLIED @ TOP ALL CAPPED W/ O COPPER FLASHING SEALED TO WALL OR LOW VOLT GE TUCKED UNDER LAPPED FELT LIGHTING HRU LYES VINYL CLAD WOOD CASEMENT WINDOW GLASS SH WITH IMPACT RESISTANT GLASS PER CODE SET WITH FLANGE OF WINDOW CUSTOM D NAILED TO PLYWD SHEATHING EXTERIOR- CABINETRY W/- FLANGE TO BE COVERED WITH M LIGHT STAN FQlH "PICTURE---FRAME" OF BITUTHENE WRAP 1-4 o SEALING WINDOW TO WALL SURFACE TO -f O — INHIBIT WATER INTRUSION— TAKE CARE TO LAP HEAD STRIP OVER JAMB STRIPS WALL I A N FELDT OR SICE&WATEROVERILSHIIE DIPMEMBRANE THEN LAP BITUTHENE TO COMPLETE SEAL 2X4 PT JAMB & SILL TRIM OVER 3/4" T&G WD MEMBRANE W/ 2X SLOPING SILL CAP W/ CD .1 FLOORING OVER SEALANT @ UNDERSIDE OF WINDOW UNIT co co I" FELT OVER coo T&G PLW " SCREWED & GLUED BA T I UL ON AT 20" PRESSURE TREATED CEDAR 70 FLOOR TRUSSES AT XTE OR ALL SHINGLES LAPPED W/ 6" TO WEATHER APPLIED OVER 15# LAPPED FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING OVER 2X4 WD STUDS 0 16" 0/C SEE STRUCTURAL DETAILS 16 WD FLR TRUSSES @ 24 0/'C MAX (CONSIDER ICE&WATER SHIED WRAP OVER SHEATHING INSTEAD OF FELT— SEE STRUCTURAL DETAtiLS I RECOMMENDED) 5 BUILDING SECTION 6 R--19 BATT INSULATION BETWEEN FLOORS (TYP.) 2X4 PT TRIM CAPPED BY 2X W/ DECORATIVE END CAPPED W/ 0 2 4 0 CEILING TYPGypsumICAL SHINGLES TO FLAIREOUT TO RED RIP BEYOND WD- ALIGN W/ DECK FACE TREATMENT GARAGE PROVIDE NEW 20" PRESSURE TREATED CEDAR SHINGLES LAPPED W/ 6" TO WEATHER APPLIED OVER Y2"GYPSUM-BOARD NEW 15# LAPPED FELT OVER @ WALLS OF STORAGE w EXISTING Y2" SHEATHING OVER ROOM— EXPOSED FRAMING o EXISTING 2X4 WD STUDS O 16" 0/C I AT GARAGE WALLS U SEE STRUCTURAL DETAILS 0 It C7 z cn _— X R-19 BATT INSULATION EXISTING STRUCTURAL COMPONENTS AT EXTERIOR WALLS TO BE INSPECTED, REPAIRED, AND REPLACED AS REQUIRED TO PROVIDE REQUIRED STRUCTURAL INTEGRITY SEE STRUCTURAL DRAWINGS FOR DETAILS n GRADE 0 o a EXISTING CONCRETE FOUNDATION TO REMAIN WALL SECTION 6 JAMES W D UPREE ARCHITECT 1073 BEA CH A VENUE GA RA G�' BENO VA TION 0 1 ' z' BUILDING AND WALL SECTION AR--00 > >0382 904-247- 7072 10.01 .02 A T L A N T I C B E A C H F L 0 R I D A ° . ATTIC II li rE LX NG MIRROR f p I cD I �. l BATH N PORCH TELEVISION I -P o v o a CD w CO / c O GARAGE �� STORAGE 7;�=L Ll Ll 0o 3 BUILDING SECTION 4 YA3\ 5 BUILDING SECTION JAMES W DUPREE ARCHITECT0 2' 4' PROPOSED BUILDING SECTIONS 0 73 BEA CH A VENUE GABA CE -RENO VA TION � 1 o.o 1 .02 AR—DD > 7 0382 944--,247-� 7D72 A T L A N T I C B EAC H F L o R I D A 1, ..1• 1..� X073 Be� �, µ • ... I EFREEEfffG ATTIC AIR ----- SUPPLY V .,n1N_ PANELLING V QI nil PA E IN ® AIR AIR SUPPLY SUPPLY rl 8' HIGH FRAMELESS ❑ ❑ ❑ TEMPERED i CLASS SHOWER ENCLOSURE 1 L PORCH G BArH o I, 0 vof 07 I PA ELINCP E INLl o� Ll Ll Ll El a o 0 0 N o 0 v q q o 2X12 CANTILEVER I d' GARAGE STORAGE ar o I Do 03 BUILDING SECTION 4 4 BUILDING SECTION JAMES W DUPREE ARCHITECT , 0 73 BEA CH A VENUE CARR CE RENO VA TION 0 4 8 ' PROPOSED BUILDING SECTIONS 4 AR--00 > 10382 904-247--- 7072 10.01 .02 AT LA N T I C B EAC H F L O R I D A 1073 _p3eao(� WQ I ll_ J_L_LL 11 IT 11 11 11 1 Will Hill —LL H Hill 011 11 IT 11 11 IT 11 11 1 1[[ Hill III 111 111111 111 1 1 11 0 = s 11 IT 111111 LIL 1 11 H 11 111111 1111 Jill III III ll c %0 coi 11 �� SOUTH ELEVATION EAST ELEVATION _1L 1l 1 0 0 0 0 �,• 1L Jl J1 ll.11 ¢' Ll ll_ N ILu .11 U - ll 11 1t ll1 —LL 0 0 0 11 J1 co I III Jill Jill ' co _1l NORTH ELEVATION WEST ELEVA -TION JAMES W DUPREE ARCHITECT , � �� �E� GH � VE1lT�1�'' G.�.I��1G.�' I�E.1lTDV� TID1lT o 4 ' g ' PROPOSED ELEVATIONS � AR-00110382 904-247- 7072 10.01 .02 A T L A N T I C B E A C H F L O R I D A 1073 doh I-ve - 32'— " 457 +/—GSF UNCONITIONED 0 ERHANG r--------- ---------- CW 7 z zz I I I STORAGE "' 'C cv 00 DRIVE , CI STORAGE 3 U � 4 5 m )RIVE J � CIDGARAGE -- -- " m 2068 206 I o ot= I I"II I II,". STAIR I I II I I I I I LLJ 3 o6 s I I I I I I I /) 20,_0„ V I coI WOOD FENCE o I n ii I I I I I I I I I 00 I / ; I CD I 00 CoI I I I I I I I I II -------------------------- -- BRICK WALK 264 a" 3D6 3o5oDH 3068 rn O to� O �N J TI N G 9'-2" 9'-2" 8'-5" 9'-2Y2 3' WOOD FENCE --- — 18'--4" 14'-2" ACTUAL DIMENSIONS MAY VARY WITN EXISTING CONDITIONS (TYP') 32'-8" EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN 32'-6" 3--6" —10" 457 +/—GSF CONITIONED ------------------------ ROOF DVERHANG-------- - -- - 9' HIGH FRAMELESS TEMPER GLASS 5HOYYER ENCLOSURE 18210)DH 2s 6DH 245 oDH -- -------------- 0 n ___ QUEEN SIZE DESK CABINET ; MURPHY BED ; CABINET e36AFFI- II 332-'AFsF ----------------- I —1 --- - 0 LINEN Q2 -4PORCH y25-6 -s36NoO I7 ATH 1 3I 2' � ' 0" co 4 5 W op 3 2 5' I N d N I � I 1 STOOLL I I OC I I _ OD _ i o I 26 6D)H 24 OD cnLn ----- ---------- I N ci Of LIVING I z ( DECK . I I Ci I I 1 c ~ I I 2" 4'-11" I cy- I 1 in 3fi AFF 36'AFF itI A 1 I :BENCH I I 1 tp I I I 2o2 iCA 2 D2 CA I Q, 5'-1}2" 5'-1 g'-6" 9'-1)2" EXISTING ROOF PLAN _ '-0- �� 18'-4" �� .�� 14'-2" ACTUAL DIMENSIONS MAY VARY WITN EXISTING CONDITIONS (TYP) PROPOSED SECOND FLOOR PLAN N JAMES W DUPREE ARCHITECT1073 BAVENUE GABA 0 L7 R.� NO VA TION w 0 4 ' 8 ' FLOOR PLANS -...: � : ; AR--•00170352 904-247- 7072 E 10.01 :.0-x- A T L A N T I C B E A C H F L 0 R I D A 4 DRAWING INDEX: ZONING AND D.E.P. INFORMATION: GENERAL BUILDING INFORMATION: SHEET 1 = SITE PLANS AND GENERAL INFORMATION THESE DRAWINGS PROPOSE THE RENOVATION OF AN EXISTING GARAGE AT THIE FOLLOWING NOTES ARE INTENDED TO RESPOND TO REQUIREMENTS SHEET 2= FLOOR PLANS 1073 BEACH AVENUE IN ATLANTIC BEACH, FLORIDA. THE EXISTING BUILDING DESCRIBED IN THE FLORIDA BUILDING CODE- 2001 EDITION WITH 2002 SHEET 3= PROPOSED ELEVATIONS IS SINGLE STORY WOOD FRAME SUPPORTED BY A CONCRETE SLAB REVISIONS. SHEET 4= PROPOSED BUILDING SECTIONS FOUNDATION. THE PROPOSED RENOVATION WILL REPAIR AND AUGMENT THE SHEET 5= PROPOSED BUILDING SECTIONS STRUCTURAL INTEGRITY OF THE EXISTING WALL FRAMING AS REQUIRED AND THIE PROPOSED OCCUPANCY IS SINGLE FAMILY RESIDENTIAL GROUP R3. SHEET 6= BUILDING AND WALL SECTIONS THEN ADD A NEW SECOND FLOOR AND ROOF. A NEW UNCOVERED EXTERIOR SHEET 7= ARCHITECTURAL DETAILS WOOD STAIR AND DECK WILL PROVIDE ACCESS TO THE SECOND FLOOR. A PROPOSED CONSTRUCTION TYPE= TYPE VI UNPROTECTED. SHEET 8= EXISTING BUILDING DOCUMENTATION SECOND FLOOR BALCONY PORCH CANTELEVER WILL EXTEND 6' FROM THE SHEET 9= ROOF PLAN BUILDING AND APPROXIMATELY 32" (C48") INTO THE EXISTING 20' FRONT ALIL STRUCTURAL FRAMING IS DESIGNED TO WITHSTAND 120 MPH WINDS. SHEET 10= ELECTRICAL PLANS YARD SETBACK, BECAUSE THIS CONSTRUCTION ACTIVITY IS CLASSIFIED AS SHEET S1 = STRUCTURAL FOUNDATION PLAN THE RENOVATION OF AN EXISTING STRUCTURE A SEPERATE PERMIT FROM ALIL GLAZED BUILDING OPENINGS ARE DESIGNED TO WITHSTAND THE "LARGE SHEET S2= STRUCTURAL SECOND FLOOR FRAMING PLAN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS NOT MISSLE TEST" BY MEANS OF IMPACT RESISTANT GLASS ASSEMBLIES OR SHEET S3= STRUCTURAL ROOF FRAMING PLAN REQUIRED. SHEET S4- STRUCTURAL FOUNDATION DETAILS PRECUT MIN /6"PLYWOOD COVER PANELS TO BE STARED IN THE GARAGE. SHEET S5= STRUCTURAL FLOOR FRAMING DETAILS SHEET 56- STRUCTURAL ROOF FRAMING DETAILS FLOOR AREAS INCLUDE 457+/-GSF OF UNCONDITIONED STORAGE AREA AT SHEET S7- STRUCTURAL FRAMING DETAILS THIE FIRST FLOOR AND 457+/-GSF OF CONDITIONED AREA AT THE SECOND SHEET S8= STRUCTURAL DESIGN PRESSURES FOR OPENINGS FLOOR. ATTACHMENTS INCLUDE: 1 . COPY OF PROPERTY SURVEY 2. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM -------------------- STORAGE i p •1 C-D J LAWN m CONCRETE DRIVE GARAGE , == EXISTING MAIN HOUSE i I TR o C _73 rq Z .. Z C ------- BRICK WALK Z BRICK WALK J ? p _ F PLANTING _ - 0 _ W- WOOD FENC I - PROPOSED FIRST FLOOR PLAN City of Atlantic Beach planning and Zoning Departnsent 1 D ! 1 U !CONCRETE DRIVE STORAGE This approval verifies compliance v.,th apr!ica� ' W Q LAWN M zoning, subdiv sion and othe Hca! developmeoval fo,nt reg! lations, but doe � r�� cor,iitui. W GARAGE LL] Il - with rFloridarBuild ng Cod and eall o er applic��,e EXISTING MAIN HOUSE local, state and Federal permitting. equiremem5 n WOOD FENCE must be verified by ' ature of the ry )f Atlantic I Beach Building O&Ckunlllor to the issuance o a Buil ing C Approved By. Frl ❑evelopmen re t C BRICK WALK C1ate....�� F9 z J O ?- F- w PLANTING 0 �VFD CITY OF ATLANTIC BEACH BUILDING OFFICE NOV 2 0 2002 NOV `7 2002BY: EXISTING FIRST FLOOR PLAN UP N JAMES W DUPREE ARCHITECT0� w 0 8 ' 16 ' EXISTING AND PROPOSED SITE PLANS.... 0 73 DEA CH A VENUE CAI?A CE RENO VA TI E _ r AR-00 > 10382 944--247- 7072 0.0 .02 A T L A N T I C B E A C H F L 0 R I D A ••i •r•;.. : ,' S �• , •�' G 073 �e-ckc/K YYY&% ... . .