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Oceanwalk Drive South 158 . F. 25' 6" revisions by • NOTES: 77f2i 1 2- INDICATES NUMBER OF DOORS, 10 JUM 2— INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS z JAI SL - SIDE LIGHT o NEW DECK FG — FIXEDTRANSOM GLASS � (1� C TR — TRMJSQM BLOCKASS A NNGOVERED) PPKT --POMETT DOM c CURED GLASS 25'6"x 12' L_ TEP -°�PENED GLASS SH — SINGLE HUNG V J DH — DOUBLE HUNG tu HR — HORIZONTAL ROLLER I 24"-O" EXISTINcS 0 40'-0 D " ADITION EXISTING BP �- BYPASS } SPECIALTY WINDows/DooRs. FIXED =3 Q 25'-b" FAMILY RM. ADDITION.,--, (4'-b" GOND. PATIO ADDITION 3'_O" CLASS WINDOWS. AND TRANSOMS ARE O N 5.w6" O« 12'-I0" NOTED ON PLANS. V) 00 M . - LO } 2-2680 FR. 2-2680 FR. 2-2660 FR. 8" WL5. �. TYP. " I Z o � � � - v �; C ' 1f1 N r O .. © %� a t%y V_ Cj O tL N J �.. k N INDICA 5 QL O piC tli n 2X4 WDt�0r- t w NEW WALLS TH AREAS N FAM11 EW lb U 03 ,Y RM11 Z _ 10' GL6. � 0 � � U.J 25'x2'1 ' co�wi" fi' T10 . I (540 S.F.} LL 10' GL 3l -- W CV . - t 24'A-% SINKo %DID � � Z J CV 14' X25'6" 4 m W ;z F.F.E. 0 12" _Bj W. ri .�.. � U.G. is 0 0 O '-0" CASED OPEN'66 TH1 HINOOH FOR E REF. RE �. El PASS-THRU OPNG. •� O u STEP BOOK 5H. " ML. BRICKm �" Lo , 5 TI TO E o 1 I 1 r` I 1:4 A i w 1►y o I � C M C) 01%4,414 OUR � w rn o. L 74 Cu u Area Tobulations �► 0) Living: N4 .� ' Ist floor addition: 540 of L M 4 I �J 2nd floor adaition: 548 or C I I ) Total LivI29t 1088 ofIQ entry: 120 of E I I cov'd. patio: - - 3q8 of 0 evening deck: 356 of � � o � - -- -- drown by NEN GO'A'D. 1= Total New 'Area: Igb2 of _ JMB � p JUNB L3p.ate QJ m " Fir. Remodeled .480 or scale vs RRv. E , 8 8 t cls. o 2nd. AS NOTED :5 r 15'x8' d) job no. 0) (120 S.F. NEW ID" DIA. w � TOTAL AREA ... SYN. DOLS, p ADDED/REMODELED: 2442 of a) -15 W 6, drawing no. C STEP WRITTEN DIMENSIONS SHALL. HAVE PRECEDENCE (0 N OVER SCALE DIMENSIONS. tractors shat verify and be responsible for dimensions and conditions .-+ at the job. 1-04 E 24'-O" EXI5TIN6 121•-6" 15'-0" 12'-6" EX15TI1�16 1 St. Floor Pian o Scale: 1 14-1 —0 revisions by NOTES: 7 RI 1 2— INDICATES NUMBER OF DORS. 2— INDICATES NUMBER OF WINDOWS, FR -» FRENCH DOORS SL — SIDE LIGHT FG -- FIXED GLASS TR — TRANSOM GB — MASS BLOCK 0(3rS 08SCUREO GLASS TEMP -- TEMPERED GLASS SH — SING HUNG DH -- DOUBLE HUNG HR -- HORIZONTAL ROLLER 22'-O" EXISTING 40'-O' ADDITION II'-10" EXISTIIN6 SP - BYPASS c>fl 25'-6" MASTER ADDITION 14'-b" DECK ADDITION SPECIALTY wlNDows/eoaRs, FIXED j GLASS WNDOWS, ANO TRANSOMS ARE O NOTED ON PLANS. M � as U-) M I 2-2650 S.H. 2-2650 5.1-1. 42" H. RAILING v- T•,. m -a (D iNEWC u Cj tJl � . ' O . . 5'S"x 10'5 t `�' •� 1 ,r— O -�- ,r. a .- © � ' O I ! NEW MASTER 'TER NEK Q 4 M K. 0 1 � M 1 14' "x25'5" 1 u r ry 21-p5- — 4'-$ I 18x21 a ! LL _ W I w N _` Ii 1 INDICATES NEW N F F J Lu —j � 11 N 1 2x4 WOOD FRAME N ( 11 �- ' WALL5 THESE AREAS n N • LID x 16'6"x 10'5" 1 MAMH NEIN F.F. I EX151IN6 2N12, Ff I ~ U r — I '0 I I ry� I DEMO EXT, WALL CF) THI AREA Lo - - 2-2068 —W. REMOVED I I) N PULL ° I � INDICATES Oyu l l B H P I �" EXI5TIN6 I STAT M } I T D R WALLS TO I M D 1 REMAIN I I Cv 1 L J M 1 � F L Y �" P O N 468 PICT, CQ tY .Gr r0 ' A MGZEXlS T N N Mr VI � © TI [ ' TI 4'x6' EG SEA /j K.TH15 5 GT N W O -- — =�-� TO BE D O i M M1 612N 3' N '-i ACCE RELOGATEse 3 EXI5TIN6 I Q .� DOORS I Lu I CO3 OG I wt% �. LL Fs� j I ,y�o 1 p ol >1 r� I LATIN. "� W 'C 2468 1 U PICT. �i a CO Vol 01 oe I N I N6EW 30" H. DEC. SYNTHETIC SH ! I R.AILINIGG 4 POSTS O VED EXI5TINEa EX15T1 CITY OF ATLANTIC BEACH drawn by WINDOW WINDOW AUIL.DING OFFICE, JMg I JUL2 2003 dote N 5'-10" 5'-10" I I INDICATES EXI5TIN6 ` JUNE s0, Zoos REV. I I RESIDENCE THIS AREA ( I scute .� � �•� AS NOTED j I I job no. Q drawing no. -n L — .... .__. ..... — _ __ — __.. .... - - - - - _. c WRITTEN DIMENSIONS ALL acicu OVER DIMENSIONS. Contractors $hal verity and be responsible for dimensions and conditions of the job. G] 2nd. Floor Plan o Scale: 1N" ;-1'-0" U � S-%-' OctoLnkue,tjC rDr i S revisions by 1 I NEW CHIMNEY/GAP SPARK ARRESTOR � I D T 00 TXI' IN ID EILIP T5 a c 1 O 8'-0" BRG. M 0 2nd. FIN. FLR. 6'-8" HDR. 0 2nd. FIN. FLR. 1 m a o 00 5YNTHETIC qj � � � �7 •i' RAILING s = r4 aj DEC. POSTS 490 ©7 7 .3[ ;i E r-- v 0 oe a I TL 5 P10'-4 3/4" A.F.F. RF O OF Cfl 9'-•0" BRG. ® 2nd. FIN. FLR. 9'--• B ,I, V-0" BRG, r -- N 8'--0" BRG. r M 6'--8" HDR.OL J ❑ LL E3 El v z C\1 } � ❑ J 'd' k z I � —0 Q OL 0'-0" FIN. FLR. 0' " FIN. FLR, m U) � p CD Q o EXISTING EXI5TIN6 NEW ENTRY ADDITION m f"° U) � EXISTING -7 .... ro os d rot levation 03 I f i ✓�� S M NEW CHIMNEY/CAP' SPARK ARRESTOR � -. . : ; � � � Off• CQ ! © 1 SHINSL.ES i r •� '•�_- TO MATCH • O EXISTING ,•• L RICKET �. �. o ' y X TI I NC T IS 8`--0" BRG. EXISTING - .� 0 2nd. FIN. FLR. 06 6'--8" HDR. j 0 2nd. FIN. FLR. 7 TI ID NG i W Y IS O " 30SYNTHETIC I �" ' s 4 R.AILINC 3 I �1 E DEG. POST5 C ` CID _ P w �� 0 2nd, FIN. FLR. (EXISTING) 51DINE, TRIM, AND COLORS r 9'--0" BRG. i TO MATCH EXISTING 0 ABV. EXISTING F.F. WDhI./DR. TRIM TO MATCH EXISTING Qb vo TH 15 N6 E E ST 5 E ❑ EY ND HI A A drawn by i Jril,B date JUNE s0, 2 zoos REV. ' 0 -�0" FIN. FLR. EXISTING) , 0'--0" FIN, FLR, scale -71 :--� -12" FIN. FLR. AS NOTED job no. N0 ADDITIONz mo m too (D ' EXISTING � -__ PROPOSED ADDITION EXISTING FAMILY RM. f1� drawing no. Proposed � � � EXISTING DOORS WRITTEN DIf�AEN510N5 SHALL HAVE PRECEDttdCE Rear Elevation TO 13E REPLACED OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions +.. of the job. C . Elevations 0 Scale: 1i 1.l..Mr.f�tl�i.Li.WI i➢GI�IOYWiii.iNL3� _.... ....__...... 1 + ... revisions b . 1 I NEW CHIMNEY/GAP SPARK ARRESTOR SHINEELES TO MATCH EXI5TIN67 0 EXISTINS RESIDENCE n1 THIS AREA �}-�5 M 00 r� LO C' o M g'--O" BRG. (EXISTING) 5. 0 2nd. FIN. FLR, Co -Q dq . . _4D > CT) i 30" SYNTHETIC O RAILING a DEC. P05TS S TI o 06 • 1 IX C] Q �--' Q s 10'-4 3 4" A.F.F. N 0 2nd. FIN. FLR. (EXISTING) N 9'--0" BRG. T— Cel • s'—o~ BRG. � J 0. LL .. Z .WJN i r LLl J m ❑ > 3: Z 00Cr) OPEN@ CD �t- 0'--0" FIN, FL.R. 0'-0" FIN, FLR, EXISTING) �� O � < a --•12" FIN. FLR. Lo "'] � 0 ADDITION Z. LZ L L -1 mammon ENTRY. ADOTION EXI5TIN(9 RESIDENCE 25'-6" ADDITION ro osedco i of Side Elevation CV3 I 0 NCH K*X sYsns♦»s AftA MH UWA re.aae*'171""0 Aft► f Q. m wAxm twinww itZ rn rue. •r rxx tea.MK e c X. 00 (pROOF p"CKO � r�erre. �-- i ro rte. q C� CY) i i CN .� CIO 04 04 Q 3 w y Q 0 E _c TI Foo 15 O { ao � I j 0 T1 !" I I drawn by date j 1J L L J JUNB 30, 2003 RBY. r scale AS NOTBD CD job no. i ` drawing no. C: 2nd. Floor WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE Cu OVER SCALE DIMENSIONS. Contractors stroll verify i Coverage Plan Roof Plan and be responsble for dimensions and condition of the job. a Scale: 111e=1 '-0" Scale: 1/1 6"=1'--0" Elevations U 0 Scale: 1 f "=1'--0" revisions by z 5 " S 24'_0" EXI5TINc5 40'-0" ADDITION EXISTING 25'-6" FAMILY RM. ADDITION 14'-6" COV'D. PATIO ADDITION 31-0" p N V) 00 rn -�-- a o _..___________..__......____....-..__..___-....___...._.,----__..--- _,.--- --- --------------------------------- c Ez ( � M a CD G7 CY p I 'v`, �-- a B I a0_ ' I ( cfl � I CV - 12FIN. FLR. cv BLOM BLH. EXISTINO F.F.E. I o a o � '-'-' n W Jr�' cy > � DEMO EXISTING ; I i L um Q C7 BAY NINVOl�t ( � I J Q� �•". m V� I` SLAB THIS AREA ; F _______, E C CD 0 Lr)/ Lo Q IM "' Lo ""'y ..� Joe FLOOR SLAB OF PLANT MIX CONCRETE pq n? 2500 P.S.I. �4" THICK WITH FIBER—MESH � REINFORCEMENT OVER TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. OR FLOOR SLAB OF PLANT MIX CONCRETE • Q / / / / / / / ! / / / / ! t / / / / / PROVIDE P. G. CHASE • / r ! / / / / r / , / / / / / / / / / r / / / FOR A/C AS REOV. 25D0 P.S.I. 4" THICK WITH 6xfi 10/t0 O v GAUGE REINFORCING MAT. WITH MIN 1" trx,, C� 7 7 / / / ! / / f / / / / / / / / / / THI ARE6 / r / / / / / /" / / / / / COVER. TERMITE TREATED SOIL WITH I / / / r r/ , / / / / / / / / t / / / / / / / / / / / / / / / / / 6 MIL. POLYETHYLENE VAPOR BARRIER 'q / / � / / / / / / �JNGHANC� � Y A ITI N/ // // // /! // // // // // // // // // / / / / / / / / OVER COMPACTED CLEAN FILL. 4 i � . / ! / / / / / / / / ! ! QQ o {' /! / / // / / // / // / r / / / / / // r / // // / // // // // r/ /r / // // / ,/ // / / / / / / / / / / ! / / 4 64 /f / // , / // / // // / // / / / // ! / / / / / / // / / / / / // / // / / / / �� / W CO) W LL Cu M ca >1 >1 Cu ol co N T 0 NOTAi ; O ALL EXT. COLUMNS TO HAVE G.Ma1. PEDESTAL. drawn by T , ��,�6'�___�__�____ , (SEE COL. FOR SIZE µ HE16HT TO BE MIN. JMB F , ABV. FIN. FLR.. HEI(5HT) ENOINEER TO VERIFY INTERIOR ROOF TRiJ55 I + f I I I A " date + p MIXINS VALVES IN SHOHER5 TO BE 4 42 JUNE so, Zoos REV. `. '� BEARING AITH THE ROOF.TRU55 ENOINEERINC7 ; 4 ABV. SHo1^dER FINISH FLOOR. Scale cu PRODUCED SPECIFICALLY FOR TH15 PROJECT. I ; I i I ; I Q AS NOTED Cn i i lot+ no. C ENGIN ER TO VERIFY EXTERIOR LOAD BEARINb I ' I I ; I w '•• E ; A WRITTEN DIMENSIONS SHALL. HAVE PRECEDENCE o PAD SIZES LOCATION. I , �, ,,,_,J , I ] OVER SCALE DIMENSIONS. Contractors shod verity (n .,..._..-____--_--W..__..-_...._..----.,...,..__r and be responsible for dimensions and-conditions -a of the job. drawing no. C Cu STEP C f 0 ! 24'-0" EXISTING 12'-6" 151-0" 12'-6" EXISTING Foundation Plan 0 Scale: 1/4"=1 '-0" r� 7�jl L 5 j 159 OceaAwa(I - TW', 5• Codes: 1 . Roofing shall comply with 2001 FSC Chapter 15. 2001 Florida Building Code ASCE %-98 ACI A T IC NDS ABPA APA Latest addition U.O.N . 2. Asphalt shingles shall be designed for the applicable wind zone of the structture. C1E A L F-1®T ES: 1 �, 1 3. Follow the manufacturers attachment schedule for the wind zone of the structure. � 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities , i having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means 4_ Asphalt shngles snail comply with ASTiUI D 3101 . and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MAS0NRY: r� 2. The contractor shall verifN/ all conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TIVIS 402 Wasonry Building Code. � 3. Contractor shall s!pply, locate and build Into the work all Inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Searing Concrete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 p-=.si (1'rn=1500psi). W 4. These documents as instruments of service are the property of the Engineer of Record and may not be used or reproduced without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of type S. 1 I .� wl I 1� ' P d nh d to apply to any 1 I o. All details and sections shown on the drawings are Intended to Ge typ ical an � all be construe 4. trout when specified. shall conform to ASTM C 47ca with minimum 28 day compressive strength of 22000psi. similar situation elsewhere in the work except iwhere a different detail Is shown. 1 Grout shall be mixed to provide a slump between 8„ to 11 . � o. ThIC o s'oil's investigation A• � e ' " Th„ owner will providA contractor with a soil's Ligation report and analysis. All requirements for sites preparation and soil compaction specified in the soil report shall be followed unless additional more stringent requirements are Provide pre cast concrete lintels over all openings unless noted otherwise ofn dra=wings. W specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loadirng conditions. o Z to the contractor. FRAMING: 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building w o and its component pars during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framinfg, except as modified by the plans and specifications. 3. Temporary bracing: • Contractors shall be responsible for all temporary bracing that is required during construction , 2. SII wood framing snail be fabricated and installed per ALTC, TPI, and Ilatiorrnal Deign J. to keep structure safe and plumb until the entire structure is in place. Bracing shown on structural da�wings is Tot^ the completed structure only. SpeciTlcations Tor Wood Construction. r 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactur!ed by Simpson or equal. Contractor shall report any differing conditions to the Engineer of record prior to commencing work. 4. All wood members exposed to weather or In contact with masonry, concretle or SOII shall be pressure-treated. COF-1STRUCT1OU-1 1=10'fE-ZIS: 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. 'ONUE: a_ All metal connections and fabrications shall comply with A_I.S.C_ specificati.ons_ 1 . All concrete shall have the following minimum compressive strength at 28 days: q slab onrade --------------------------..____----_fc=2500psi v � c� Q 9 P=- 7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for o (0 footings and remaining concrete-------------fc=3000psi Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. � ry C 9 pLU co 6 2. All concrete slabs on grad hall be the thickness as indicated on the drawings over minimum o mil. polyethylene (visqueen) vapor8. A,II trusses shall be designed and certified by Truss Manufacturer's registered Engineer. � 1 1 ' barrier. Such slabs shall be reinforced with 8x5 W1 .4 x 1 .4 xivxAim lapped 8" .at edges and ends in conformance with ASTM-A 185, or Manufacturer's � � � Fiber mesh Reinforcement shall be used with minimum 2 fiber length of 1LIS/CY complying with AZ'-')TM C 1116. w , 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at J i under'3- -, ., y -�� f debris- = other '�I�fir� end reactions of all girder trusses. • I I I . rill nder conicrel.e dabs shall be clean sand free, debris and other d�. 1nterious material. Fill shall be compacted to a g � �-' > � density of at least 95% of Modified Proctor Maximum Dry Density (ASTIVI D1557). Fill shall be treated with termite � J � � ' s 10. Truss manufacturer shall submit shopdrawings and design notes with an ,en ineer's seal for -approval. u- U , poison before slab i� placed. 9 g 9 pp� .,va . � s Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license < 4. Footings shall bear upon undisturbed soil or upon sail compacted to a drensi-ty of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connectors stem proposed. The contracttor shall approve fabrication and a: Q Dray Density ASTM D1557) for a depth of at least two feet. (2) below the bottom of the footing. installation drawings showing size, shape and layout. 5. Where shown, cores of block masonry shall be filled with coarseor rout pea g �' 11 . Bracing or Trusses during erection installation shall comply with TPI SWT-776. gravel concrete with minimum c=ompressive strength of 2.500 psi at 28 days. ��TT 12. All prefabricated wood trusses shall be securelyfastened to their sup • ortirnr+ walls or beams with w 8. Reinforcing steel shall be .�.ST�vI , 815 Grade 40 deformed new billet steel P PP �-T s n ACI „ a , {�, �, �, �, e hurricane clips or anchors as noted in the Truss Connector Schedule. conforming to AC1301 , AC 13515, 13518 and .RSI manual of Standard Practice, � (latest editions)" 1 r._ - 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken inferior wall surface from floor to ceiling. , I. All continuous 1s vertical and horizontal reinforcing steel In footings, beams and shall 1 1 1 1 ,� 1 1 "� r-.Ire �n ' columns mall be lap spliced a minimum of 38 bar diameters or 2411, whichever is greater. STLEEL: F 1�:: LU 8. The following minimum concrete cover shall be provided far reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, 3"--------------Concrete cast against and permanently permanently exposed to each. (latest editions). � +I E�'tZ�ff. 211--------------Concrete exposed to e^I 6I I i]� VSIGatrlef, # far and larger. I, 1 '1/2"-----____Concrete exposed to earth or weather, 5 Sar and smaller. =. Melded connections------------------------- AWS D1 1 0 U.0.N. 1 1/2"___---___Concrete not exposed to weather or in contact with earth for the rima reinforcement A primary � b. �-.ncnor bolts & threaded rods------------------- ;�ST>s�l-,�-307 � Do hloT SCALE THIS DR�WIN ties, stirrups, and spirals in ' earns and columns. c. Structural steel shapes, plates, etc. shall conform ---------- ASTI`JI A-30 RELEASE DATE: a 1 I bars 1 1 1 „ around corners or corner bars with a minimum 25" 2 0n 9. Horizontal beam and rooting bars shall be bent 25 around corners (L.G.N.) �-no-�?-u� REVISION DAI E: 10. Contractor shall provide spacers, chains, bolster, etc., necessarny to support reinforcing steel. 00-00-00 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. D R.nv�ICF hd �-�: a'i �,•, details � � Standard I 1 11 . All reinforcinq 'details shall conform to Manual of Standard Practice for detailing reinforced concrete structures A CI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY- 12. All concrete work shall be in accordance ;with The Building ,node Requirements for Structural Concrete", Dim 11 ACI 318 (latest edition), and "Specifications for Structural Concrete for Buiildings" ACI 301 (latest edition). S BRICK VENEER WITH 1" AIR SPACE srim .rujuz JVOPirB STUD TABI.F AND WALL TIES AT 16"oc. VERT. AND AT I. ALL DAPS IN TOP PLATE OF BEAFRING WALLS 5HALL BESTUD SPACING FOR EXTERIOR LOAD aEaRING',^.'ACLS 32" oc HORIZONTAL CEILING No. 2 SPF No. 2 SYP No. 1 SYP r � WEEP HOLES B 48'oc. MINIMUM 12- 16d or A MINIMUM OF 5"x . AND NAILED WITH 12- 16d COM V 1 NAILS OR 16- 3"X .131" GUN NAILLS. HEIGHT 2x4 2x6 2x4 2x6 2x x GALV. FLASHING 16- .1,31" x 3" IN THIS \_ zxa Pr SILL w/ SST- SPH4 AT 32" DC. ,q 1' ZONE (TOTAL) DOUBLE PLATE (NAIL w/ 2. ABLRLACED GABLEER D ENDS SHALL BE BALM-OON FRAMED OR + 8 ft. 16"00. 24"oc. 16'oc. 24'oe. 16'ac. 24"ac. - N .131 x 3" 0 8"oc. 1/2" x 10" A.B. AT 32' OC. CLEAN COMPACY' TED FILL STAGGERED 3. ALL 5HEARWALL5 SHALL BE NAILLED AT 3" OG. OR 6" or,. 9 ft16'oc. 24'oc. 16"oc. 24"oc. 16"oc. 24"oc. w/ 2" x 2" x 1/8' WASHER 1 #5 CONT. 4' or GREATER (A5 NOTED) ON ALL E06E5 ANDI 12" oG. INTERMEDIATE r v "8- MIN. SPLICE w/ 6d GOM NAILS (U.O.N) BLOGM ALL UNSUPPORTED 10 ft. 16'oc. 24"oc. 1Coc. 24'oc. 18'oc. 24"oc. I I I 4" CONI, SLAB 250OP81 w/ EDGES WITH 2x4 FLATWI5E BLOCGKING. 5HEARWALL5 �1--I I I I FlBERMESH OR 6x6-10/10 WWM SHALL BE= 15/32" CDX OR -1/16" Gi5B. (U.O.N.) +•--� 11 ft. N/A 24'oc. N/A 24"oc. N/A 24'oc. BLACKING OR SOLID (MIN. (3) 12" _ 2- 2x_ TOP PLATE 4. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ BLOCKS) NAILED w/ 4- .131" x S" 5PH•4/6 AT EAGH END OF HEADF-R AND NAIL w/ 12- IOd 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. n =� III III=' #5 coNT PICAL THICKENED EDGE FOOTING 2x_ STUDS NAILED TO EACH x 1 1/2 NAILS OR 12- .131"x 2 1/2?" GUN NAILS. O Q + CLEAN, TREATED, COMPACTED FILL E)2� OTHER w/ .131" x 3" 0 8"oc. 24'oc• =1 I f=1 ff= STAGGERED 2x_ STUDS 5. HEADER STUDS AND HEADER GRI'IPPLES SHOULD BE 13 ft. N/A 24"00. N/A 24"oc. N/A 6" CMU STEMWALL w/ 1#4 VERTICAL NAILED TOGETHER AT 6"oc. w/ 1:2d GUN NAILS ( .131x ^ / Ui 111-111-GRAD r 4- .131" x 3" NAILS AT EACH 3") STAGGERED. CLIP UNIT' TO 56HOE PLATE WITH 14 it. N/A 16"oc. N/A 24"oc. N/A 24"oc. a =�= AT 48" OC. AND ALL CORNERS, w/ BLACK I- SPH4/6 CLIP AND NAIL WITH 112- IOd x 1 1/2 NAILS 1. ':•• y.� '. ,, ', 12" HOOK AT SLAB AND 6" HOOK SST- SPH4/6 ® (U.O.N.) 15 ft. N/A 16"00. N/A 16'oc. N/A 24'oc. 10" SST- SPH4/9 1i' AT FOOTING. �" T&G STURDI-FLOOR TOP AND BOTTOM END T P AND BOTTOM 6. ALL WINDOW AND DOOR GOMPOMIENTS MUST BE DESIGNED ,� / Q r-- ON EDD NAILED "o 6"00. 4elrcTfr TO WITH5TAND THE DE51GN WIND LI-OAD5. 16 it. N/A 16'oc, N/A 12"oc. N/A 16"oc. D/ = ON EDGES AND i,Z'oc. IN CUt' CUT LENGTH SHALL BE 44" ANCHOR BOLT WITHIN 12" OF 2D" x 10" CONC. THE FIELD, USE 6d RING LEAVTH FOR 16" DEEP JOIST CORNER > SHANK OR SCREW SHANK 7. ALL CONNECTORS ARE SlmpSan I OR EQUAL. (U.O.N) NOTE THIS TABI F APPI IFS TO STRUCTURES WITH MCAN ROOF HEICHT I FSS THAN 2�AND FOOTING w/ 2#5's CONT. Bd COMMONS MAY ALSO BIa ,V(11 ANCHOR WITHIN 12" OF EACH 8. FOUNDATION DESIGN 15 BASED 07N MINIMUM 501E CONSTRUCTED IN�NIND IONF OF 1iD MPH OR l FSS ANP MIN %•SHFATHIh1C FOR TWO-STORY --- USED. SIDE OF SILL PLATE BREAK 1' 8" ---USE 22"x1 O" FTG. BR!~AK I SILL PLAT)= BEARING GAPAGITY OF 2,000 psSF. ---SPF STUD GRADF MAY BF USFD ON B'OR LESS NOMINAL PI ATF HFIGHTSON SINGLF w/ 3 #5's CONT. O l n 00 �J CLEAR &TYPICAL STEMWALL w/ BRICK VENEER PAN dOTE:IF STEM�NALLIVALL EXCEEDS 48"COhJTACT EhJGINEER 12„ 12„ 12„ UANUFACTURFR CONNFCTCR NA.ILINHC PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR I I OF RECORD FOR ADDITIONAL DESIGN RE[)UIREP�IEPITS. TYPICAL FRAMING OF GORNl=R5 AND PLATE LAPS HTT16 �,e'xe°'.vrDctArlcHOR 518"THREADED ROD WITH MIN.12"EMBEDMENT I LLIL SIMPSOh! LTT2D 16dd COM NAIL S 4 y co 2x4 PT SILL.. w/ SST- SPH4 AT 32" OC. END USE EPDXY ANCHOR HTT22 N/A SEE SHEET S-2 FOR SPECS LdRCTH ONLY WITHIN SIMPSON H 1 116 18-1 Edd COM NAILS U 1/2" x 10" A.B. AT 32' OC. Provide minimum 1" 6" OF EDGE CONCRETE: LTT20 I,rx(7''NLDGL ANCHOR 1(2"THREADED ROD WITH MIN.7"EMBEDMENT and w/ 2" x 2" x 1/6" WASHER NAIL w/ i1 10d COAfe z IN EACH END LENGTH SIMPSON HiI22 32-16od51NKER5 PHD8 N/A SEE SHEET S-2 FOR SPECS II 4" CONC. SLAB 2500psi w/ U_ ( TOP AND BOTTOM ) Q FlBERMESH OR 6x6-10/10 WWM Simpson SdT+orrg-Tie _ CS1S AT 9E" OC. SIMPSON PHDB 24•%""x3"SDSSCRPNSLU • + 4.r TRUSS WEDGE ANCHORS SHALL BE"RATNL-STUD"OR"KI+VIK-BOLT"OR APPROVED EQUAL TYPIGAL 2-STORY BETWEEN FLOOR STRAPPING '+, r ' EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR APPROVED EQUALCL O �+-� Q ll=T=�=�=� #5 coNr 3-16d COM C� EA. - _ CLEAN, TREATED, COMPACTED FILL SCALE: NTS BLOCK (TYP.) it=lil-III NAILIMG SCHEDULE In LA G I I 8' CMU STEMWALL w/ 114 VERTICAL s - REVISED 5!15102 � III-III1-' U O AT 48" OC. AND ALL CORNERS, w/ 3-12d CDM TYP. BOTTOM OF SLAB CO NNECT 10N TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 .may.:i'- �1 _ 12" HOOK AT SLAB AND B" HOOK ' ••• �'•:•> 10" 3' 1 " MIN. ��INTERIOR BEARING FOOTING 2x4 BLOCKING 0 24 oc. (U.O.N.) r�4-. ;, AT FOOTING. ________ La in double late 12 - 16d cam m on 16 - 0 .131 " x 3 114 " un nails 20 - 12d sinkers #5's CONTINUOS 6 " o .c . on edges and 12 " o .c . in 6 " o .c - on edges and 12" o .c, in 4" o .c. on edges and 8 " o .c . in � 24" x 1D" coryc. - the field with 8d common , Ibox, the field with 0131 " x2 1 /2 " gun the field with 0 .099 " x 2 " gun -I' FOOTING w/ 2#5's CONT. PLUMBING WASTE LINE SHEARWALL S W - r h e a rw a II s c re w s h a n k or ring s h a in k n a i Is n a i Is FOR TWO-STORY 3 " o .c. on edges and 12 " o .c . in 3 " o .c- on edges and 12 " o .c . in L) 1'_8" USE 3 #5'BCONT. the field with Bd Common, Ibox, the field with 0 .131 " x 2 1 /2" gun a TYPI GAL INTERIOR SHEARWALL TO TRll55 GONNEGTI ON S W 3 - s he a r w a 11 s c re w s h a n k o r Fin s h a in k n a i l s a a TYPICAL STEMWALL q" MIN BOTTOM of SLAB 6 " o .c . an all supports withT 8d p hlq I E' IF STEILIWALL YVALI EXCEEDS 48"CONTACT ENGIhIEER s _ ^_____ INTERIOR BEARING FOOTING ENC . & PAR T.. E N C . 1 /2 " a r Common, ring shank o r s c r e w 3" o .c . on edges and 1 2" o .c. i n a OF RECORD FqR ADDITIONAL DESIGN REQUIREMENTS. 1,g•• �._._.�`., 7/1 6 " Roof S h e a t h i n w -#5's CONTINUOS 120 M P H g ' sha4 kof roof edge nailing easthin the field with Ona 3s x 2 1 /2 " gun 4' CONCRETE SLAB w/ PLUMBING 19ASTE LINE 6x6, 10x10 WWM OR -. 51MP50N PA al EMI3. STRAP 1 1 - 1 0 d commons in e a 0 h l end (21) l6dCOM NAILS Sim son LSTA30 22 total FlBERMESH REINF. IN T1415 AREA(MIND 9 -1 0 d commons in each (end m LOWER REHAR AND FOOTING 6ARAGF SLAB 7HIGI:ENFD EDGE N 4 IF NECESSARY S i m s o n L S T A 2 4 1 8 to to 1 CC1 • STEMWALL 1 0 - 1 0 d commons in each end co a �-14 '' o Sim son HTS 30 _ (20 total) _ --__ x 5TEMINALL FOOTING - --- -- 1 3 - 1 0 d c o m m ons in each e n d- v�i 6 MIL VAPOR BARRIER OVER PLUMBING PENETRATINVG INTERIOR BEARING FOOTING e C\ 5" TREATED & COMPACTED FILL S i m s o n M S T A 3 6 2 6 t o t a 1) J (1) # 5'sCONT. Sim son SPH4 12 - 10d x 1 1 /2 " nails �, TYPICAL NON-BEARING STEP FOOTING Sim son H 2 .5 A 1 0 - 8d commons (To to r (2 ) 1 0 - 1 0 d x 1 1 /2 " in ra fte r; 1 0 - � � p C NOTE: , q a Sim son H 1 6 1 O x 1 1 /2 " in late W OPENINGS TO 5' commons in r a e r X n a 1 5 in r a e r �-I C� z WIDTH USE (1) S im so n LTS 12 plates plates v 1 p SPH4/6 TOP -- 1 0 d commons In rafte r & 7 - 0 .148 " x 1 1 /2" nails in rafter AND BOTTOM ° S im son M TS 1 2 plates & lates o #4 �T INTO FOOTING AND S i m s o n L T A 1 1 2 - 1 0 d x 1 1 /2 " L) REFER TO WALL SECTION FOR TYPICAL ANCHORS OPENINGS 5' 7D T WIDTH USE THICKENED EJ7GE S i m s o n P H D 8 24 - 1 /4 " x 3 " S D S s c r e wv s �D 'I- 0 OPENINGS LESS THAN (2) SPH4/6 TOP D 1 #5 CONT. 36" SHALL USE (1) KING AND BOTTOM " #4 VERT. -TYPICAL- S i m s o n M G T 22 - 1 0 d commons SPH4/6 AT 32 o.c. Sim son HTT16 18 - 16d commons �i w U) O (NI CRIPPLE NOTE: (TYPICAL) 4' CONC. SLAB 250Dpsi w/ OPENINGS BETWEEN I #5 GOVT. Lr TYPICAL STRAPPING I(UNO) Sim son H T T 2 2 32 - 1 6d sinkers ►-� w FlBERMESH OR 6x6-10/10 WWM 38" - 8'-0' NOTES: Z SHALL USE (LE KING STUDS MAY BE LOCATED PL AGEMENT OF SIMPSON PA51 EMB. STRAP w d L.1 & (2) CRIPPLES. ANCHOR BOLTS • (U.O.N.) AT EITHER SIDE ]� T IF OPENINGS EXCEEDS 8'-0" NTU DS, 1 v m IN WIDTH SEE PLAN. PLATE MUST BE O + CONT. BETWEEN n? Q BOLT AND KING STUD LL GRAn CLEAN, TREATED, COMPACTED FILL ANCHOR BOLTS -`-•- -> 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB C--- .: • '•.' MUST BE WITHIN MAXIMUM TRUSS UPLIFT OF „ !' 12" OF KING SPH4's@32"oc.TOP$BOTTOM- PRE-ENGINEERED TRUSSES AT 24 OC. OD -' 865#'s ON TRUSSES SPACED �+ .:. . :+,•..•.., STUDS 24"oC. ' > ALO TC32" o.c. MAXIMUM TRUSS UPLIFT OF ROOF SHINGLES OVER 15# FELTF L TYPICAL FOUNDATION IN GARAGE (rn,l�) 5PH4's @ 16"oc. TOP&BOTTOM= 1640#'S ON TRUSSES SPACED CORNICE DETAIL AS � � O 24"DG. PER BUILDERS SPECS 7/16" OSB SHEATHING NAILED AS PER TYPIGAL HEADER STRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s J SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. NAILING SCHEDULE SEE DETAIL "� �; y , r BETWEEN FLOOR STRAPPING r-��,,�. . p HURRICANE ANCHOR AT EACH TRUSS ''�'F',.�,-r 171 2 x 4 STUDS ® 16' ox. v' U No. 2 or Bt. SPF `c y 4 NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING NOTE:/,B"HARDI PAhIEL SHEATHING MAY BE SUBSTITUTED ( SEE SCHEDULE ) CLIP STUDS TOP AND BOTTOM FOR',B"OSB SHEATHING SPECIFIED WITH A6'bc.EDGE %"T$G STURDI FLOOR SHEATHING GLUED `' ) o W SST- SPH4 32' O.O. i 1,4 , tyr1 u U.) / EXCEEDS 1/2 OF THE EXTERIOR PITCH DO MI USE NAILING PATTERN.NAIL w/6d GALV.COMMONS at 6"00• AND NAILED:w/6d COM OR RING SHANK at 6"OC. . a 1/2" x �" WEDGE ANCHORS 7116"STRUCTURAL ROOF SHEATHING THIS DETAIL. THE GABLE WALL SHALL BE BALLOON FRAMED. ON ALL EDGES AND SUPPORTS. (2) 2x_ SYP DOUBLE TOP PLATE w/ ON EDGES AND 12"oc.IN FIELD. Is w 4' CONCRETE slAe w/ 2x4 OUTRIGGEIR @ 48"oc. SST-SPH4/6 AT 32 OC. I • r _ U 6x6, 10x10 WWM OR (U.O.N.) !' ❑ FlBERMESH REINF. ❑ HURRICANE CLIP H-2.5 OR EQUAL CORNICE DETAIL A5 . O 6 MIL VAPOR BARRIER OVER BLOCKING REQUIRED BETI:NEEN OUTRIGGERS .,,,, ,.k , a TREATED & COMPACTED FILL ra�48'0c. PER BUILDERS SPECS 2x_ SPF #2 STUDS AT 16" OC. 'q°yr: 111 4 • .* : • ; + SIMPSON A36 2x4 BARGE RAFTER CONT. (SEE STUD TABLE FOR SIZES AND SPACING AT VARIOUS HEIGHITS) d.. . 2x4 BLOCKING @ SHEATHING JOINT [] o . 4' FROM GABLE LEND SHINGLE STRIP 7/16�" Z N (2> # 5•s CONT. OSB SHEATHING NAILED 6 oc. ON EDGES p c a" V-4" 8" II Q NOTE: FOR 2-STORY CONDITION �� R USE 1'-e' WIDTH w/ 3 #5's CONT. FASCIA & 12 oc, ON INTERMEDIATE SUPPORTS w/ $di BOX NAILS 2 2x_ SYP DOUBLE TOP PLATE _ 2x4 SCAB CONT.TOP TO UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT TOP CHORD OF GABLE END TRUSS m TYPICAL INTERIOR E3EARING FOOTING BOTTOM DROP 31/2" n Q z �j 4 CONC. SLAB 2500psi w/ / / 4 CONC. SLAB 2500psi w/ z CHORD @ 8'FROhr1 GABLE 2x_ PT SILL w SST-SPH4/6 AT 3.2" OC. Y 3-12d NAILS TYPICAL AT CONT. 2x4 SCAB FROM TOP TO FlBERMESH OR 6x6-10/10 WWM (U.O.N.) FlBERMESH OR 6x6---10/10 WWM 2 x 4 STUDS 16' o.c. X-BRACING BOTTOM CHORD @ X BRACING (PROVIDE ADDITIONAL 2A's @ 1/2" x 10" A.B. AT 32" OC. N W No. 2 or Bt. SPF VERTICAL IF HIGHER THAN 48", W 2" X 2" X 1 $" WASHER •; �. 't�'' p m 2x4 SCAB IF VERT.WEB IS CUP STUDS TOP AND BOTTOM ❑ W/ SST- SPH4 ® 32" o.�. hJGT TO FORM AN "L"SHAPE.) / / x U_< ^m LL PRESENT o _ TOE NAIL TRUSS TO DOUBLE # 1/2" x �" WEDGE ANCHORS PLATS w/1tid COM @ B"oc. 5 CONT PERIMETER BAR z rc ® 32 O.C. r „ 7rQIL 23 0�VInO U1 ¢ Uj 64 CONCRETE SLAB x6, 1000 WWM OR/ CGh1T.2x4x8'#2 S`I'P LATERAL o 8 CMU STEMWALL w/ 1#4 VERTICAL ti ❑ FlBERMESH REINF. BRACE @ 48"oC- c BOTTOM CHORD OF GABLE " °13 loll AT 48 OC. AND ALL CORNERS, 'w/ 1D .0- 0In , 4 s C END TRUSS '� 12 HOOK AT SLAB AND 6 HOCDK �+ -- -- d • 2x4 31 OCKING @ 48"oc, �' �_ D- N •' •' BETV11EEhl GABLE AND FIRST „ ,> „ Q 'F In TRUSS. 2 2x4 TOP PLATE 20 x 10 CONC. AT FOOTING. 20 x 10 CONC. p p j •'•' 8" 6 MIL VAPOR BARRIER OVER r w'••t. •�•• �• TREATED & COMPACTED FILL FOOTING w/ 2#5's CONT. FOOTING w/ 3 #5's CONT. _ (z) # 5's CONT. SIMPSON LSTA 24 @ 48"oc. 1,fe„ NOTE.IF STEMWALL WALL EXCEEDS 48"CONTACT ENC-3INEER 1 4" NOTE. FOR 2--STORY CONDITION A E 2x4 STUDS 16"Dc. � USE 1'�-8" WIDTH w/ 3 15's CONT. 2X X BR C f� 8'-0"DC. � OF RECORD FOR ADDITIONAL DESIGN REQUIREEIv1Eh1TS. • TYPICAL GABL)v END ( X->3RAGING ) SINGLE STORY EXTERIOR WALL 5EGTION TWO STORY EXTERIOR WALL SEGTION SI-IFFY. _ �, TYPICAL INTERIOR EiEARING STEP FOOTING K ALL MEMBERS SHALL BE SYP z 5556- DGea"I V')C't -T)C, S� EMS LOA D5.1 r(C OORS- VE LOAD= 40psf AD LOAD= 15psf ARPET or WOOD) DEAD LOAD= 20psf (TILE) DEFLECTION CRITERIA: CARPET or WOOD= U480 LL ° U240 DL TYPICAL EDG STRIP (5) TILE= U600 LL m (f) ° a =5.0 0 0 0360 DL `'`J O ROOF(TRUSS)- c LIVE LOAD= TC 20psf I Q PICAL INTE IOR ZON ) BC 10psf ' ❑ 1.25 DEAD LOAD=DURATION FACTOR: TC 7psf BC 5psf cn ,r,J ROOF(CONV.FRAME} RAFTER LOAD= 20psf LL 10psf DL DURATION FACTOR: 1.25 CEILING LOAD= 20psf LL - 10psf DL w FUTURE PATIO U J29SIGN CRITERIA: BUILDING CODE.:2001 FLORIDA BUILDING CODE 0 WIND DESIGN METHOD:ASCE 7-98 BASIC WIND SPEED: 120 mph Lo mm &x(v PT POST ON SIMPSON ABUroro __j BUILDING CATEGORY:II z �r POST BASE w/ (2) SIMPSON H& CLIPS HTT16 TT1 AT BEAM ABOVE or USE WIND IMPORTANCE FACTOR: 1-00 \ \ PERMACAST DETAIL. (TYPICAL) illooloo WIND EXPOSURE:C �1 DESIGN FOR ENCLOSED STRUCTURE =) �+ WIND PRESSURES ON WINDOWS & DOORS (psf) O Q HTTI�o CLIP JOIST TO BEAM w/ 5ST-LT512 Enclosed Structure (TYPICAL) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) looloolo Pos Neg Pos Neg O 0 to 20 sf 35.3 -47.2 35.3 -38.3 � 0 20.1 to 50 sf 33.8 -44.0 33.8 -36.$ _ 50.1 to 100 sf 31.7 -39.8 31.7 -34.7 (t 100.1 to 200 sf 29.9 -36.$ 29.9 -32.9 0 ■ 00000 200.1 to 500 sf 28.4 33.5 28.4 31.4 w 0 1 Base Design Pressure 29.90 GCpi=#0.18 Q 0 PEI 5HEAR HALL LE(5END _ _ Sul to I SHEARWALLS NAILED AT roo"oc. ON EDGES AND 12"oc, IN INTERMEDIATE SUPPORTS • -- WITH 8d COMMON NAILS. n NEW BEAM REQUIRED � w CONTACT ENGINEER OF RECORD DURING DEMOLITION, � rl I o SNEARWALLS NAILED AT S"oc. ON EDGES AND 12 oc, IN INTERMEDIATE SUPPORTS SD THAT EXISTING STRUCTURE CAN IBE 2/1 a- WITH 8d COMMON NAILS. EVALUATED AND NEW BEAM SIZED _ X r 7/ 77/ ,�� _ _ _- NOTE CONSTRUCT SPEARWALL5 WITH �i(�," / �� - � _ I 055 or 15/32` CDX (U,O.NJ (24 - - ' 2x10 LEDGER w/ NOTE REFER TO SHEET 5-1 FOR STRUCTURAL DETAILS, SDS SCREWS INTO STUDS "-- - QD I` 00 / I WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR 7/16" OSB or 15/32" CDX o t` QD F WILL FASTENER TYPE FASTENER SPACING(in.) N N N , � NOTE: THIS STt21.1G1URE LL Em CONSTRUCTED WITH ST4k^M N w N d- / SHUTTERS OVER ALL WINDOWS PANEL SPAN< 2 ft<PANEL 4 ft< PANEL 6 ft[ PANEL Lf') �_ C10 O AND GLAZED 0400". 2 ft SPAN<4 ft SPAN<6 ft SPAN<2 ft 5 J (3) ALTERNATE- INSTALL IMPACT m (n LL RES118TANT GLASS AT ALL x EXTEI :IOR GLAZED OPENINGS. 2 1/2"#6 WOOD SCREWS 16 16 12 9 LL[ M Z J � 6 21/2"#8 WOOD SCREWS 1 16 16 12 DOUBLE-HEADED NAILS � /� IZ W z Q / I 10d COM or 12d BOX 12 6 4 3 `C � J O N 11/2"X#8 MACHINE I- (n t IY CD SCREW IN THREADED00 �- d� / ' // m: U QO / INSERT 16 16 16 12 Q -� cA C,4 O ii Note:Fasteners shall be installed at apposing ends of the wood panel, LL7 Q // u 0') 0-7 3 - - - N F�'�I JU _ ILI > t. I _ p- / / I I/1/ I I / / NOTE, ALL NEW LOAD BEARING HEADERS SHALL BE V %Unvv - / / A MINIMUM OF (2) 2x10 Na.2 or BT SYP (U.ON.) X, I ,1 I ,'' , /, / ; d N c4 X TL 4, It- , !/4 / �I / /' �/ • U.O.N. ' I 1z I / / I ' / / • DO NOT'S"ALE NOTE: PROVIDE SLOPE ON UE0<6 TO THIS DRAWING ALLOW FDR ADEQUATE DRAINAGE. RELEASE DATE: LUZr, I 1 2xro LEDGER ATTACH TO THE 07-22-03 HANGER (TYP) I I EXISTING FRAMING w/ 2 i" x 4 21" SIMPSON SDS $CREWS INTO STUDS REVISION DATE: 1 T JOISTS t II c. 1 00-00-00 I I DRAWN BY: DJM II / CF 2 - 2 x 12 (TYP) raxro PT P05T ON SIMPSON ABUroro CHECKED BY: CONNECTION JOIST TO P05T BASE w/ (2) SIMPSON Hro CLIPS BEAM w/ 55T-H2SA (TYP) AT BEAM ABOVE or USE FSS / JKH PERMACAST DETAIL. (TYPICAL) SHEET: Z � ry J Q W Z W < C) 3 O . 00 O z -- ILL ❑ O Q `" 0 () Q LL, p �- U) ca z � o I I I \� I \ t I 5HEA R NALL LEGEND • - -/r-/� � /T / I C14 / 1(1� SHEARWALL5 NAILED AT 6"oc. ON EDGE5 / / / / / / / / / / / / / / , I I AND 12"oc, IN INTERMEDIATE SUPPORTS r • / / / / / / / / / / / / / / I I I WITH ad COMMON NAILS. n / I SHEARWALLS NAILED AT 3 oc. ON EDGES AND 12"oc. IN INTERMEDIATE SUPPORTS WITH ad COMMON NAILS. 2-2x8- - - I I / / / NOTE CONSTRUCT SHEARWALLS WITH (o 0515 or 5/32" CDX l U_ONJ NOTE REFER TO SHEET 5-1 FOR STRUCTURAL DETAILS. 0 11- to / / / NOTE: ALL NEW LOAD 5EARINCx HEADERS SPALL BE � N Ln N / / / / / / / / A MINIMUM OF (2) 2xro No.2 or BT SYP (U,O.N.) ^ W N ^ Lc) CD Nd' _ _ _ � �7 - T -T jr- - / i� Cm LL �\ / / / / / / / / / / / / o W / ! / LL w jo C N / �/ / ! / // I CD r � 00 1_ �_ � \� / / / / "" / / /// / / // / � � / � = UOQ / /-/, / Q C� // / !► ! ' / J LO � / / / G) a. ir (03 On / - -- SCALE."....• qa /4 I 9 U.O.N. '1>e • DO NOT SC},LE' I THIS DRAWIfNG I OPEN BALCONY RELEASE DATE: ' 07-22-03 I I REVISION DATE: 00-00-00 DRAWN BY: DJM it / CF CHECKED BY: FSS / JKH SHEET: ) SF bcegv,walk Pr . s; 3. 0 -v APP OVED IT r 3' 1988 A OCEA K ASSOCIATION,I By U) LLI z 4 LLJ c(5 CD LJ LL LLI z Lu :D 17, ui cr Ld _j &)P46 011MAIeY 5 J- LL a. ELil cl) z APPROV ED BEAG CiTy of ATLANTIC 3,,:,DING OFFIr-5 El Ec 20 198 DRAWINO NO.' !TM W App 3 a so "C r OcEA IK'AS IAT180N,I By OF� 13 rr � ' q� �a:>*r�'l PF: ?�+ s,+.t w , 'S +w 3. tiYK`.a q: w• �, f a A, w r e• - `,• T..c5 s.. :rg .. .� ._.:,x^. :.,Ff ..sd. "^� .+. fir- .) we '.r�-.-r'- .,r., r. IT J 4 � yy P , VI O moi'`u " all � a Z _ !..o.'l . 21G'u SL 411 1 II 2i u ��I �-$ C I 1 - IR I .. _. �SG� Fly FK� _�'ae av�,rr_� 1 2- �v�r �►x. F Fi_ 1 ! � ` I � . .. N1 � � -T�•t". t1..1NCx �p �. I i i � � f N1.GI�'T i ai I ----�t- -__ • ,y�+1 N tom/ ��Y CV _ .� --� ►� � `� 41 ----- _ w-- _ 4-a � s11 I I _I e.-T+,,. I N ow i �� w.: ._ �'s4 1� b W I BREAKFAS'`f" I T C H EN :I ; ° .4 ! Qo 0 rat '211 N / >. u, ` ------ivy/r�.-�w�ra ��-'r.a. ► t `� • FA M 1 L Y R 0 0 r1/I I _, ,. .� DINI 'N"G ROOM --- _ - -NrC.�ICS... 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