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5th Street 345 (2) Ln 75$—0" x 0 EXISTING HOUSE PROPOSED ADDITION Q: 75'-0" SLAB FOR SPA ----------- SLAB LIVING PO CH DECK z AREA OF EXISTING 0 �7_ HOUSE TO BE a DEMOLISHED AND ------ < REMOVED V) CL LO DRAWING INDEX: EXISTING SCREENED PORCH TO REMAIN SHEET 1= SITE PLANS AND GENERAL INFORMATION EXISTING SHEET 2= FLOOR PLANS SCREENED PORCH SHEET 3= PROPOSED AND EXISTING ELEVATIONS SHEET 4= PROPOSED AND EXISTING ELEVATIONS E3 E=� SHEET 5� PROPOSED BUILDING SECTION —--------- --------- SHEET 6= PROPOSED BUILDING SECTION vc SHEET 7= PROPOSED AND EXISTING WALL SECTIONS EXISTIN SHEET 8= PROPOSED ROOF PLAN LAUNDR SHEET 9= PROPOSED ELECTRICAL FLOOR PLANS EXISTING HOUSE TO EXISTING SHEET 10= PROPOSED FOUNDATION PLAN REMAIN BEDROOM MODIFIED SHEET GN� STRUCTURAL ENGINEERING GENERAL NOTES 00 1 KITCH N --------=— 00 SHEET S1= STRUCTURAL ENGINEERING DETAILS AND SCHEDULES SHEET S2= SHEAR WALL AND WIND—BORNE PROTECTION DESIGN L 0 SHEET S3= THREADED ROD DESIGN EXISTING SHEET S4= FLOOR AND ROOF FRAMING LAYOUTS -------------- LIVING rf ATTACHMENTS INCLUDE- EXISTING ROOM TO 1. COPY OF PROPERTY SURVEY BE MODIFIED 00 ISTIN 2. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION kRAGE FORM. 3. WOOD TRUSS ENGINEERING DRAWINGS 0 F(@_ 0 0 ------- 0 LO X Ln ZONING INFORMATION: THESE DRAWINGS PROPOSE AN ADD)T)ON TO AND SOME MINOR EXISTING El . MODIFIED KITCHEN 069 E 7E nV 10 Q MODIFICATIONS WITHIN AN EXISTING SINGLE FAMILY HOUSE AT 345 5TH BEDROOM n q STREET IN ATLANTIC BEACH, FLORIDA. THE EXISTING PROPERTY IS ZONED ------ -- RS-2. THE EXISTING BUILDING IS A SINGLE STORY WOOD FRAME STRUCTURE [r] 1� SUPPORTED BY A CONCRETE SLAB FOUNDATION TIED INTO A CMU STEM WALL. THE PROPOSED RENOVATION WILL INCLUDE REMOVAL OF A SMALL ONE --------L -------- STORY ROOM PROJECTION AND ADDITION OF A TWO STORY STRUCTURE TO BE LOCATED IN THE EXISTING BACK YARD OF THE HOME. NEW CONSTRUCTION WILL MAINTAIN APPROXIMATELY 25' OF REAR YARD TO THE NORTH AND MATCH THE EXISTING 7' SIDE YARD TO THE EAST. THE FRONT PORCH OPPOSING SIDE YARD WILL REMAIN 8'. THE PROPOSED LOT COVERAGE WITH 3,580+/— OF IMPERVIOUS SF IS 31.13% — WELL BELOW THE MAXIMUM M 13 M n ri ri ALLOWABLE OF 50%, SHOULD THE OWNER DECIDE TO BUILD THE ALTERNATE FRONT DRIVEWAY AND PEDESTRIAN WALKWAY ADDITION,(THERE IS NO EXISTING DRIVEWAY OR WALKWAY), THE COVERAGE WOULD STILL BE ACCEPTABLE AT 43.4%. THE PROPOSED BUILDING HEIGHT IS 27*-7", WELL BELOW 35'. NO TREE REMOVAL IS REQUIRED. SITE DRAINAGE WILL NOT CHANGE 40*-2" 19'_10" 7-—0" 8'-0" 40'-2" 7'-0" SIGNIFICANTLY, A SWALE WILL BE CREATED ALONG THE EAST PROPERTY LINE IN THE AREA OF NEW CONSTRUCTION. GENERAL BLP iNFORMATION: THE FOLLOWING NOTES ARE INTENDED TO RESPOND TO REQUIREMENTS DESCRIBED IN THE FLORIDA BUILDING CODE— 2001 EDITION WITH 2002 DRIVEWAY ADDITI NI REVISIONS. THE PROPOSED OCCUPANCY IS SiNGLE FAMILY RESIDENTIAL GROUP R3. ALTERNATE PROPOSED CONSTRUCTION TYPE= TYPE VI UNPROTECTED. ALL STRUCTURAL FRAMING IS DESIGNED TO WITHSTAND 120 MPH WINDS. ALL NEW GLAZED BUILDING OPENINGS ARE DESIGNED TO WITHSTAND THE 11 LARGE MISSILE TEST" BY MEANS OF PRE—CUT MIN 7/ic,"PLYWOOD COVER PANELS TO BE STORED IN THE GARAGE. Ln FLOOR AREAS: tn EXISTING FIRST FLOOR CONDITIONED AREA TO BE RETAINED=1585 GSF PROPOSED FIRST FLOOR CONDITIONED AREA TO BE ADDED= 750 GSF PROPOSED SEQOND FLOOR CONDITIONED AREA = 750 GSF TOTAL PROPOSED CONDITIONRD FLOOR AREA =3,085 GSF R E C E I V E D C I TY (D F AT LA.N T I C 5 EAC H U!L 1)i N G & 4-0"N�N G APR 2 1 2003 bty of A1177tic geach BY: Planning and Zoning Department This approval verifies compliance with applicable Zoning, sut)division and other local land development regulations, but does not constitutc� 345 5th Street appivva� for ttie issuance of permft. Compliance 3 4 5 5 -th Str- eet wii� F lc,r�Ja Budding Code and all other applicable iL:,(e, sta�e and Federal permitting requirements ryi i im�,e verifio, ,,5gatrure of the City of Atlantic uInce P.�__,CJ "luildi, to do In of a PO S E ;z'I �'W)u Pt�o I nit, Offi" p ior EXISTING PRO `- 1- 4, . Cornmunit�Pbevel Director 0 42 0�4 L N JAMES W DUPREE ARCHITECT COODLINC HOUSE ADDITION E 0 8 ' 16 ' EXISTING AND PROPOSED SITE PLANS A-R-00 0382 904-247- 7072 A T L A N T I C B E A C H F L 0 R I D A Lr%mmrmm�l 03-20-03 S x 0 EXISTING HOUSE PROPOSED ADDITION e- n- n n 29'-0" 31"-0" 23'-2" 7'-10" .31'-0" 0 'I SLAB FOR SPA 23'-2" 7'-10" 4 3 00 140-8" CLI > Ll 4'-3 4 3 14 _8" 4 3 6X6 POSTS FROM GRADE TO ROOF SEE STRUCTURAL 6X6 POSTS FROM GRADE FOR ATTACHMENT DETAILS TO FLOODS AT CORNER TO ROOF SEE STRUCTURAL PR3J5oSH PR3c5oSH — PR3o5oSH-lDR3o2oTR PF!3050SI-PR3020TR FOR ATTACHMENT DETAILS r------------- — -------------------- c----------- ----------- o V) 04 IA �j n I Lo OPEN WD DECKING V Q Lo -"l'-8 4 -6 7- Lu (n TO SWITCH AT LIVING u) 0 1 -co U') c-------- SLAB co ------ nc 1 ----- ro 00 1 I -----i ca in MASTER BEDROOM I I 4LL�1_�__ LIVING Lo FIBERGLASS BATT PO CH V) thitf� LATION AT WALL TO (D STAIRWELL 3 o,�]o S H S-7Y2 co 3'-4 JQY co 2; I DECK 0 -to w if) GAS BUR�ING ONLY FIREPLACE FLUE VE�TED C–) STAIR FROM TOD OF UNIT AND I L 2R@7. :],,TURNED rO ROUTE UNDER V) 10 STAIR LANDING TO 1' 0)", EXHAUST THROUGH _Ln I - I I i f, '--/�NEWELL POSI EXTERIOR WAL_ 4'- OY 9Y2 c:-__--_-__--_-_-_-_-_-_ - -4 4 -5" 2 7 I -.-^"A 2 5 C14 :! - - I "I i-71 0 co Lo El - Li 268tpKT rn (D co LLJ u� m \ISTAlR A III S 315"AFF IL C71 Am ----------- rq - — — — — - - Ln �o r'v ----------0---------- 'clo RA co r- Lo @ DINING V) 3'-6 Df 31 41 0 L 2176"! 11 Lo 0 1 11 QQ ------ -�::_ZN EXISTING 1 /12 ROOF OR (10 NEW ALUM R c"I LEADER TO TAKE WATER FROM NEW IAT71C GUTTER BETWEEN _T TO AVOID DRAINAGE ACCESSI 00 PORCH AND 2868 PROBLEM -CREATE ALUM ISCUTTLEi 'o ADDITION TO EXISTING DRAIN I NdW FIN WALLS W/ P GUTTER BETWEEN EXISTING 'o C) TO SWALE OR TO SUPP(DRT BEAM C) 00 N W,�H PORCH ROOF AND NEW 1 112 n 0 CEILING AND BEAR Ot NE C? 1 24 0 DRYWELL. EXPANDED CONCRETE WALL. Ln E V) DRAIN TO RAIN LEADER. co SCREENED PORCH FOOTING IBELOW FLOOR. 0 CONSIDER OPTIONS IN 1 �_A SEE ENGINEERING U-) 10 2'-c i ij/2 4'-2 " 0 - FIELD Lo 4'-0" 2a6a 8 a I> D7AWI�G,S 4", 3 FIN ON =It I .I 42"AFF 1�n 2R.1.2 F4 7 6 [1'-4-F2'-2 0 tco- T I D E 2,o,3 S H 2c)3[SH 0 c 0 0 D XH Goo 0 'j/ 0 7Y4 -3)1 36"AFF ro ADD OUTDOOR SHOWER W/ 3o 2" 6'-ly 2" 6'-7)/4 2 2'* 114 EF] :�!_N . I 1 2 C\j 'T� HOT/COLD WATER Ir EXISTI ADD PT WD DECK PLATFORM BENEATH OR AS LAUNDR DESIRED BY OWNER NEW 4/12 CRICKET I j__j �-THICKEN WALL FOR EXISTING -It PLUMBING FROM ABOVE OR ALTERNATE LOCATION 5'-C PER PLUMBER BEDROOM MODIFIED 36"AFF NEW KITCHEN F_ EXIST H 0 'N, NEW ADDITIONAL HOT EXISTING "-WATER HEATER FOR I MASTER BATH LIVING E F--i EXISTING WALL OPENII` a LIVING WA,LL To BE FI-LED IN-- EXIST'ING WALL @ EXISTING 5/12 ROOF BEDROOM TO BE OPENED AS SHOWN, �ISTIN A I" ._lkRAGE 7'-7Y2 2'-0 0 EXISTING 5/ 12 ROOF cn I j L EXISTING MODIFIED BEDROOM D1 OOM SUITE --- - - - - - - - - - o" v x �j 'X ST LL -0. 17 FRONT PORCH 0 g Ar > JAMES W DUP-REE A-RCHITECT COODLINC HOUSE ADDITION w E 0 4 8 FIRST AND SECOND FLOOR PLANS 2 A-R—00 1 0382 904-247- 7072 A T L A N T I C B E A C H F L 0 R I D A (D 03- 20-03 s 5TL St - - - - - -------------- -------------- - - -------------- --- -- ---------------------------------------- LD EXISTING SOUTH ELEVATION EX ISTING WEST ELEVATION FIBERGLASS/ASPHALT SHINGLES TO RESEMBLE EXISTING ROOF ORNAMENTAL ATTIC VENT COMPOSED OF CEMENTITIOUS LAPPED SIDING PT WD 4X4 BRACKETS AFIXED TO WRAPPED IN PT WD FRAME WALL WHITE PAINTED ALUMINUM SINGLE HUNG WINDOWS FRAMED IN PAINTED WHITE PAINTED ALUMINUM SINGLE PT WD 2X4 JAMBS AND SILL W/ HUNG WINDOWS FRAMED IN PAINTED CEMENTITIOUS HORIZONTAL LAPPED 2X6 HEADER COVERED W/ 1X CAP PT WD 2X4 JAMBS AND SILL W1 SIDING SIMILAR TO "HARDIBOARD" AND ALUM FLASHING (TYPICAL 2X6 HEADER COVERED W/ BEDMOLD, E83EDMOLD AT HEADERS OMITTED AT 1X CAP AND ALUM FLASHING SECOND LEVEL UNDER EAVES) --------- ------ --------------- ----------------------------------------------------------- ----- - I F PT WD 4X4 BRACKETS AFIXED TO Sj CEMENTITIOUS HORIZONTAL LAPPED SIDING SIMILAR TO "HARDIBOARD" Li Li FIBERGLASS/ASPHALT SHINGLES OVER CRICKET BETWEEN EXISTING ROOF AND NEW WALL FIBERGLASS/ASPHALT SHINGLES OVER 5/12 SLOPE PORCH ROOF EXISTING ROOF ir--------------------------- E-XG-TING--RGGF-----------1 i --- ----------------- ------------- ------------------------ ------------------------- EXISTING BUILDING ------------7--- ------------------ --------------- ---------- ------------ -----------P-T-WD-4X4-BR-ACKE4-S-AIfI TO WALL xi -------------------- -------------------- "Z� --------------------------------- EE EE E Fli EXISTING HOUSE EXISTIN��HOUSE Ll L11 ----------------------- ----------- ----------------- L----------- -------- EXISTING SCREENED PORCH PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION 'o ri vio JAMES W -DUPREE ARCHITECT GOODLINC HOUSE ADDITION 0 4 ' 8 ' EXISTING PROPOSED ELEVATIONS-- 3 '. 03-20-03 AR-00 0382 904-247- 7072 A T L A N T I C B E A C H F L 0 R I D A LLU LLLJ LLL d6A Ell ----------- EXISTING NORTH ELEVATION EXISTING EAST ELEVATION -------------------------------------------------------------- ---------------------- --------------------------------------- ----- --------- L=JLI I-J I ------------------------------------------------------------ ---------------------- ------------------- -------------------- ------------------------------------------------------------- ------------------------------------- - -------------------------- RAIL W/ PT 2X2 PICKETS SPACED TO PROHIBIT 2X4 PT BASE RAIL HELD 2" OVER 2X PT WD DECK I ol GAS BURNING ONLY Y FIREPLACE FLUE VENTED FROM TOP OF UNIT AND TURNED TO ROUTE UNDER IV-------41 STAIR LANDING TO EXHAUST THROUGH EXTERIOR WALL PROPOSED NORTH ELEVATION PROPOSED EAS ELEVATION JAMES W DUPREE ARCHITECT 0 4' 8 ' EXISTING PROPOSED ELEVATIONS ". COODLINC HOUSE ADDITION 03-20 -03 AR-00 0382 904-247- 7072 A T L A N T I C B E A C H F L 0 R I D A 3 46 69-v\- :!�t - TWO OFF RIDGE ATTIC VENTS OR CONTINUOUS PRE-FAB RIDGE VENT AS DESIRED CLASS A RATED FIBERGLASS ARCHITECTURAL GRADE SHINGLES TO RESEMBLE EXISTING OVER 30 LB FELT OVER V EXTERIOR GRADE PLYWOOD SHEATING OVER PRE-ENGINEERED 12 PRE-FABRICATED WID ROOF TRUSSES 0 24" O/C FASTENED TO DOUBLE TOP ATTIC PLATE PER STRUCTURAL DRAWINGS ROOFING FELT TO LAP OVER PTO FIBERGLASS R-30 BATT INSULATION ALUMINUM EAVE DRIP TO LAP OVER 2'-0" AT ATTIC FLOOR PLYND TO EXTEND OVER 1X2 PT WD NAILED TO 2X6 WD FASCIA NAILED TO WD TRUSS ENDS. PERFORATED CEMENTITIOUS SOFFIT ,,__,�_ BOARD W/ SCREEN BACKING AS REQD TO VENT ATTIC CAVITY GYPSUM BID CEILING AT TRUSS BTM WHT PTO ALUMINUM SINGLE HUNG CHORD WINDOW W/ IMPACT RESISTANT CODE COMPLIANT RATING OR TO BE INSULATED GLASS AND READILY COVERED WITH PRECUT 316" PLYWD PANELS LABELED PER OPNG AND STORED IN GARAGE- SET WINDOW WITH FLANGE NAILED TO PLYWID SHEATHING EXTERIOR- FLANGE TO BE COVERED WITH "PICTURE-FRAME" OF BITUTHENE WRAP SEALING WINDOW TO WALL SURFACE TO INHIBIT WATER INTRUSION- TAKE + CARE TO LAP HEAD STRIP OVER MASTER BEDROOM JAMB STRIPS AND THOSE OVER SILL STRIP- THEN LAP WALL FELT 110 MEMBRANE OVER BITUTHENE TO COMPLETE SEAL PAINTED CEMENTITIOUS "HARDIBOARD" LAPPED SIDING TO ALUM WALL FLASHING AS REQUIRED SPAN OPENING BETWEEN KITCHEN MATCH EXISTING HOUSE AND LIVING AREAS W/ SPECIAL APPEARANCE AS POSSIBLE LAPPED TRUSS OR MIN 2xl8"LVL'S-SEE W/ 6" TO WEATHER APPLIED OVER Y4" T&G PLWD TO BE SCREWED AND STRUCTURAL ENGINEERING DRAWINGS 30# LAPPED FELT OVER 1/2" CLUED TO 24" PRE-FAB WD TJI I ,, EXTERIOR GRADE PLYWOOD FLOOR TRUSSES @ 24" OC TO BE + SHEATHING OVER 2X4 WD STUDS @ STRAPPED TO WALL FRAMING PER x 16" O/C W/ R-13 FIBERGLASS BAT-- STRUCTURAL DRAWINGS. INSULATION AND Y2" GYP BID 0 HVA(C TO BE DISTRIBUTED THROUGH INTERIOR FACE- SEE STRUCTURAL 11 11 11 Hill 11 1 11 11 11 THE FLOOR CAVITY FOR BOTH FOR CONNECTION DETAILS LEVE:LS. . j u IL t z mz al. SPECIAL ROOF TRUSSES OR 'LF TRUSSES SPAf '0 GIRDER TRUSS R-19 718ERGLASS BATT INSULAION <��, P $TAIR OPENING @ FLO DR CAVITY CONVENTIONAL FRAMING CREATE CEMENTITIOUS OR WD TRIM AS CRICKET ROOF OVER EXISTING ROOF SHOWN TO BE PAINTED AND CAPPED� TO REMAIN W/ ALUM FLASHING TUCKED BINEATH WALL FELTS WHT PTD ALUMINUM TRANSOM WINDOW OVER SINGLE HUNG WINDOW CUT EXISTING RAFTER TAILS BOTH W1 IMPACT RESISTANCE LD' BEJ M6LD TRIM AT FIRE ]PLACE TOP Y8" GYPSUM BID CEILING AT TRUSS PROVIDE BLOCKING AS REQD RATING OR TO BE INSULATED GLASS ANq �INDOW HEAD TRIM Al FIRST BTM CHORD AND READILY COVERED WITH PRECUT FLO I OR I F 7 &," PLYWD PANELS LABELED PER OPNG AND STORED IN GARAGE TRIM AT TOP OF STUDS AND GYP CN lX6 WD WALL CAP NTH lX2" SKIRT BID COMPOSING RAIL WALL- TOP OF LIVt N WALL TO RUN PARALLEL TO STAIR TREAD NOSINGS AT MIN 36" ABOVE n THEM WD MANTEL AS DESIRED BEDROOM SUITE 0 �_IT EN N N,Is, V-4' 0 Li cc 7_1 C) CORBEL �L C 0 32" O/C L U) 3t Li BRICK OR STONE HEARTH AS n DESIRED CONCRETE FOOTING SIZE AND L REINFORCING TO BE CONFIRMED BY mi 7 - SEE STRUCTURAL ENGINEER STRUCTURAL DRAWINGS NEW EXPANDED CONCRETE FOOTING SUPPORTS NEW FLOOR AND WALLS AS WELL AS OLD- SEE STRUCTURAL DRAWINGS FOR DETAILS 2 -0 PROPOSED BUILDINvx SECTION w ., F_-�k I A k A F_K I _T_ A I A _'F__T_I r-K I _r f� k A r-) r-r-r-'% JAMES W DUPREE ARCHITECT 0 2 ' 4 ' PROPOSED BUILDING SECTION COODLINC HOUSE ADDITION AR-00 0382 904-,247- 7072 A T L A N T I C B E A C H F L 0 R I D A 03- 20-03 2'-0 PRE-MANUFACTURED PT 4X4 CUSTOM WOOD BRACKETS PRE-ENGINEERED WD TRUSSES AT SEE ELEVATIONS FOR LOCATION 24' O/C ORNAMENTAL VENT AS SHOWN PT WD FRAME W/ PT WD OR CEMENT]TIOUS SIDING INFILL SLATS ATTIC INSTALLED OVER FELTS AND 1 4 SHEATHING Lj PT 4X4 CUSTOM WOOD BRACKETS 2X4 FRAME W/ 2XIS CENTER POST SEE ELEVATIONS FOR LOCATION W/ 2X3 SILL CAP TO BE FLASHED W/ ALUMINUM FIBERGLASS R-30 BATT INSULATION AT ATTIC FLOOR ORNAMENTAL VENT AS SHOWN 2'-6 GYPSUM BD CEILING AT TRUSS BIM CHORD MAK] TER "IEDROOM cli ALUM FLASHING AS REQD FF FIBERGLASS SHINGLE ROOF OVER 30# FELT OVER 1X T&C SHEATHING c I EXPOSED FROM BELOW AFFIXED TO WALL SCONCE BEYOND 0 STAIR PT WD 2X6'S 024" O/C W/ HALL DECORATIVE CUT ATTACHED To PT 2X8 WALL LEDGER AND BEARING ON PT WD 4X8 BM SUPPORTED BY 4 COUNT CUSTOM PT WD 4X4 BRACKETS AS SHOWN WALL MOUNTED EXTERIOR LIGHT BUILT-IN BOOKCASE AND) CABINEIRY MASTER VANITY 12 FIXTURE BED MOLD TRIM AT FIRE PLACE TOP cAND WINDOW HEAD TRIM A 5Y co C14 STAIR LIVI _ V-4" 2'-8 ql RETRACIAE LE DOORS 6 0 1 L -T Ln 1 to j L ly v I L T ING EA H IXEo To I ) To P T A r RIN ON Ll ALTERNATE CABINET DESIGN PROPOSED BUILDING SEU" TION Q6� c) 7� u JAMES w DUPREE ARCHITECT COODLINC HOUSE ADDITION 0 2 4 ' PROPOSED BUILDING SECTION .6, AR-00 0382 904-247- 7072 A T L A N T I C 8 E A C H F L 0 R I D A 03-20-03 3�5 �� t ROOFING FELT TO LAP OVER PTD 2'-0 ALUMINUM EAVE DRIP TO LAP OVER PLYWD TO EXTEND OVER IX2 PT WD NAILED TO 2X6 WD FASCIA NAILED TO WD TRUSS ENDS. PERFORATED CEMENTITIOUS SOFFIT BOARD W/ SCREEN BACKING AS REQD TO VENT ATTIC CAVITY WHT PTD ALUMINUM SINGLE HUNG WINDOW W/ IMPACT RESISTANT CODE COMPLIANT RATING OR TO BE INSULATED GLASS AND READILY COVERED WITH PRECUT /16" PLYWD PANELS LABELED PER OPNG AND STORED IN GARAGE— SET WINDOW WITH FLANGE NAILED TO PLYWD SHEATHING EXTERIOR— FLANGE TO BE COVERED WITH "PICTURE—FRAME" OF BITUTHENE WRAP SEALING WINDOW TO WALL SURFACE TO + INHIBIT WATER INTRUSION— TAKE 0 CARE TO LAP HEAD STRIP OVER 0 1 JAMB STRIPS AND THOSE OVER SILL I 00 STRIP— THEN LAP WALL FELT MEMBRANE OVER BITUTHENE TO COMPLETE SEAL PAINTED CEMENTITIOUS "HARDIBOARD" LAPPED SIDING TO ALUM WALL FLASHING AS REQUIRED SPAN OPENING BETWEEN KITCHEN MATCH EXISTING HOUSE APPEARANCE AS POSSIBLE LAPPED AND LIVING AREAS W/ SPECIAL W/ 6" TO WEATHER APPLIED OVER TRUSS OR MIN 2xl8"LVL'S—SEE 30# LAPPED FELT OVER 1/2" STRUCTURAL ENGINEERING DRAWINGS EXTERIOR GRADE PLYWOOD + SHEATHING OVER 2X4 WD STUDS @ x 16" O/C W/ R-1,3 FIBERGLASS BAT__ INSULATION AND Y2" GYP BID @ r- INTERIOR FACE— SEE STRUCTURAL 12 c\j FOR CONNECTION DETAILS COMPOSITION SHINGLES >< >< OVER 15# FELT OVER Y2" SPECIAL ROOF TRUSSES OR C.D. EXT. PLYWD OR OSB CEMENTITIOUS OR WD TRIM AS R-19 IBERGLASS BATT INSULAION CONVENTIONAL FRAMING CREATE BOARD SHOWN TO BE PAINTED AND CAPPED CD @ FLODR CAVITY CRICKET ROOF OVER EXISTING ROOF I F TO REMAIN RT 10 @48" &RT 12 @16" W,/ ALUM FLASHING TUCKED _c\j BENEATH WALL FELTS 2' R-30 BATT INSULATIOIN CONNECTORS WHT PTD ALUMINUM TRANSOM WINDOW OVER SINGLE HUNG WINDOW E30TH W,/ CUT EXISTING RAFTER TAILS IMPACT RESISTANCE RATING OR TO FIE pq PROVIDE BLOCKING AS REQD INSULATED GLASS AND READILY COVERED WITH PRECUT Y16" PLYWD PANELS LABELED PER OPNG AND STORED IN GARAGE 0 CNN c\j R-11 BATT INSULATION L RT D F E PLYWD SIDING OVER 15# FELT & VISQ INFIL. BARRIER OVER 2X4 @ 16" O/C )12" G.W.B C) I CD 03 Ex- I T c I D I t 0') 00 -I _00 Qo RT 12 0 16" O /C CORBEL ELOC<S' @ 32" O/C Y2" ANCHOR BOLTS @ 24" O/C 4" CONC SL.AB 6"X6" 10/10 CONC FTG W/ 2—#5 CONT. -4 CONCRETE FOOTING SIZE AND REINFORCING TO BE CONFIRMED BY STRUCTURAL ENGINEER— SEE STRUCTURAL DRAWINGS I t col� C) 4 0 0 NEW EXPANDED CONCRETE FOOTING 0 SUPPORTS NEW FLOOR AND WALLS AS WELL AS OLD— SEE STRUCTURAL 0 0 2'-0 DRAWINGS FOR DETAILS PROPOSED WALL SECTION PROPOSED WALL SE 'U" TION E _)v I S T I N WALL SECTION JAMES W D UPREE ARCHITECT COODLINC HOUSE ADDITION 0 11 2 ' EXISTING AND PROPOSED WALL SECTIONS 7 AR-00 0382 904-247- 7072 A T L A N T I C B E A C H F L 0 R I D A 03- 20-03 F-------------------------------------------- -------------------------------------- 15/ 12 RIDGE EXISTING 1 / 12 ROOF 5/ 12 cl, ------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ ------------------------------------------- --------------------------------------- NEW CRICKET 5/12 RIDGE 5/12 5/ 12 RIDGE EXISTING ROOF i 5/ 12 ---- ------------------------------------------------ --------------------------------------------------------------------------------------------------------- EXISTING ROOF ROOF PLAN JAMES W DUPREE ARCHITECT 0 4' 8 ' ROOF PLAN AR—00 10382 904-247- 7072 COODLING HOUSE ADDITION 03-20-03 A T L A N T I C B E A C H F L 0 R I D A LLJ x 0 EXISTING HOUSE PROPOSED ADDITION ct� n n SL FOR SPA Q N � TO FLOODS AT CORNER CN > I . I --------------- -- ------------------- _J wp TO SWITCH AT LIVING 0 Wp L -1 SLAB 00 N - 2 MAI, 'STE EDROOM LIVING wp F__ PO H I i I :Oqwp 5 -(y/ L. i - :::@ I DECK i A____ : i IS P WP z 6'-3' db C) S R_ I-_ C:) C) LLJ wp 4--_. u� AL UN S c:----------- - ----------- FLAN G ---------0---------- 71-71-7-7AM RA V 0 F DINING 1 / 12 ROOF OR 0 2'-6 2,,-6" IATTIC IACCESSI ISCUTTLEI EXISTING IL 0 H P I%F C R N�R p 7:7: ATTIC C :lACE S S ISC TTLEI L _j HIE SCREENED PORCH z YES It B E C14 (o f,4wp > s -7" t��oll 2 0 -0" WP Lu Mi 2' > C14 W7 -------------- I --------- z I d 000 2 GFI GFI EXISTIN(;E] LAUNDR_17 NEW 4/12 CRICKET EXISTING BEDROOM MODIF > F — — — — —:r- Of N E W KITCHEN u 1 %7 _j 0 -... o I I EXISTING L__ 71 =7 __j L LIVING ELECTMICAL LEGEND DUPLEX OUTLET =0 WATERPROOF WALL SCONCE 0STINI LLJ 220 VOLT OUTLET -9 220V WALL SCONCE RAGE V) =t) D DUPLEX GFI GFI FLUORESCENT 2X4 SURFACE MT 0 :17 DUPLEX UNDER COUNTER— U C — — — — — — — — — CD DUPLEX GFI WTRPROOF GWP z FLOOR OUTLET CEILING FAN WALL SWITCH $ x Lij 2 LOCATION WALL SWITCH $2 3 LOCATION WALL SWITCH $3 WIRED SMOKE DETECTOR W1 BATTERY EXISTING DIMMER SWITCH $D F - 0 Q MODIFIED DISPOSAL SWITCH— $DISP ATTIC ACCESS ATTIC ACCFSI BEDROOM OOM SUITE WATERPROOF SWITCH — $Wp L — — J — — — — — — — — - WALL MTD FLOODLIGHTS TELEPHONE OUTLET 4 TEL CABLE TV OUTLET KI TV CABLE MODEM c1cm HOT WATER HEATER RECESSED DOWN LIGHT— 0 HEAT FAN LIGHT WATERPROOF RSD DOWN LIGHT— 0 WP SURFACE MTD @ CEILING LIGHT LOW VOLTAGE DOWN LIGHT— (2) LV FRONT PORCH 0� JAMES W DUP-REE ARCHITECT 0 4 ' 8 ' ELECTRICAL FLOOR PLANS AR—00 0382 904-247- 7072 GOODLINC HOUSE ADDITION 03- 20-03 9. 345 15�K 5f-- EXISTING HOUSE PROPOSED ADDITION 231-.211 SLAB FOR SPA ISOLATED FOOTIW3 AT &X(o POST 24" x 24" x 12" w/ (2) *Ep's E.W. F-- F — — — — — — — — rCONCRETE 5LAB WITI- DENOTES GROUT FILLED CELL LU/(1)05 BAR VERT. 1-0 THICKENED EDGE '- "I I BEE DETAIL SLA13 EXISTING DECK LIVING X 0 CONCRETE SLAB 4" CONCRETE SLAB e3OOO F-51) W1 FIE3ER REINFORCIN(3,OVER ro MIL. VAPOR 5ARIRIER, ON TERMITE < TREATED, CLEAN, COMPACTED FILL 0 (TYPICAL) z rl LLJ S ip, cn TWICKENEID SLAB 0 FR FLOM ELEV 0 TO MATC14 EXISTM Q-1 DINING T- 0- EXISTING t�_j L9 SCREENED PORCH 24" x 36" x 12" FTG. 2'-0 ------�DOWEL INTO EX15TING w/(3) 05 DOWEL IN V' EFOXY EMeEDMENT. HVAC EX15TING 5TENWALL LISTMa .5TEMWAI 7- 11-411 EXISTING MODIFIED ZNEW 12" A2" THICKENED LAUNDRY EDGE ALONG EX15TING STEMWALL. E)CWEL TO KITCHEN EX15TING 5LAE� AT 45"oc. AC Lli cn 0 EXISTING GARAGE EXISTING FOUNDATION cf) x Lli L FRONT PORCH FOUNDATION PLAN M, JAMES W D UP-REE A-RCHITECT DLINC " USE A "DITION 0 4 ' 8 ' FOUNDATION PLAN -AR—00 0382 904-247- 7072 COO Y I,Fil U v 03- 19 -03 A T L A N T I C B E A C H F L 0 R I D A CGOEMERAL DES11.2."N CRITERUA: ROOFING: Codes: 1 . Roofing shall comply with 2001 FBC Chapter 15. A A - PA r-% I �o C -98, AC-1, 40 IPA, A r_%, (Latest addition U.O.N). 2001 '----Iorida Building Code SCE 7 TIC, NDS, AA 2. Asphalt shingles shall be designed for the applicable wind zone of the structlure. GEMEPIAL MOPTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the stru(cture. 1 - It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractiors are responsible for the means 4. Asphalt shingles shall comply with ASTM D 3161 . and methods of constructinn And shn-11 do their work in conformanrce with all applicable codes and regulations. 7J P41ASONRY: 2. The contractor shall verifv all condition:-, and dimensions at the jolu sitce prior to. commencing work. 1 . All masonry work shall be in accordance with ACI %530 ASCE 5/ TIVIS 402 Mlasonry Building Code. 3. Contractor shall supply, locate -and build into -[the work -all inserts, anchors, angles, plates, openings, sle,eeves, 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-Bearing Concr(ete Masonry Units, Type 1 , �_11 Grade N-1 , normal weight, with a minimum compressive strength of 2000 psii (f'm=l 500psi). 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. to A 3. Mortar shall conform r_%STM C270 and be of type S. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 4-176 with minimum 28 day c(ompressive strength of 2000psi. 1= similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to I I 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation and soil compaction specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise oni drawings. L.LJ specified. Notify Engineeir of Record if foundation conditions encountered diiffer from -soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loading conditions. 0 Z L-2 to the contractor. FRAMING: W 0 f . It. is the, contractor's s-ole responsibilit- to dleoterminen earection procedure and sequence to insure the safety of the building y - A, and Its component parts during erection. 1 . Chapter 23 of 'the 2001 FBC building code shall be used for all wood framing except as modified 8. Temporary broacing: by the plans and specifications. 1J rN Contractors shall be. responsible for all temporary bracing that is required during construction 2. All wood framing -hall be fabricated and installed per ALTC, TPI, and National Design Lo keep structure safle and plumb until 'the entire structure is in place. Bracing shown on structural drawings is for the completed structure only. _1_;)p e c ifications for Wood Construction. 9. Where subsurface soil condition inforination 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 manufactured 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, concrete. or soil shoall be preSsure-treated. 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. 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. 1 . All concrete shall have the following minimum compressive strength at 28 days: ------------------------------------fc=2500psi slab on grade, 7. Prefabricated structural trusses shall comply with NFPA National Design ;S)pecifications for C) r__ to e TOotings and remaining concrete-------------fc=135000psi N, 1_0 IN Wood Construction, IPI Design Specifications for Metal Plate Connected Woiod Trusses, and AITC 100. LU C) 2. All concrete slabs on arade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor _J M 11 8. All trusses shall be designed and certified by Truss Manufacturer's registere(d Engineer. nn U_ barrier. Such slabs shall b;-, reinforce-d with 6x6 W1 .4 x 1 .4 wwm lapped 8 at edges and ends in conformance with ASTM-A 185, or Fiber mesh Reinforcement shall be used with minimum 2" fiber lenrith at I LB/CY complying with ASTM C 1116. UJ 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearring is provided at ILI 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions ofall girder trusses. >. > LU Z dens-ity of at least 975% of Modified Proctor Maximum Dry Duensity (ASTIVI D1557). Fill shall be treated with termite __J -i 1 0 C-4 poison before Slab is placed. 10. Truss manufacturer shall submit shop drawings -and design notes with an engineer's sea-1 for a-pprova I. r__ U) I cl� �e co Design notes to include the rated load capacity ofthe truss to truss connectors, and manufacturer's licens,_. < �0 a:: 4. Footings shall bear upon undisturbed soil or upon -soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and LO Dry Density 1ASTM D 1557) for -a depth of at Ileast twofff e e-t. (2') below the bottom of the footing. LO installation drawings showing size, shape and layout. M 00) 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 , Bracing of trusses during erection installation shall comply with TPI BWT-76. gravel concrete. with minimum compressive strength of 2500 psi at 28 d2lys. All r"k ed wood trusses shall be securely fastened to their supporting walls or beams with 12 prefabricat.. 6. Reinforcing steel shall be ASTM A615 sGrade 40 deformed new billet steel hurricane clips or anchors as noted in the Truss Connector Schedule. conforming to AC1301 , AC-111315, AICI31 0 and CRSI Manual of Standard Practice, Z, (I atC st Of d i ti o n s). 13. At volume ceiling conditions, align -trusses to provide a smooth, unbroken iinterior wall surface from floor to ceiling. J.. 7. All continuous vertical and horizontal reinforcing steel in footings, beams and 0 IZ&Z columns shall be lap s-pliced a minimum of 36 bar diameters or 24 whichever is greater. 'T'IL: 8. The following minimum concrete cover shall be provided for reinforcement- 1 . Structural steel shall conform to AISC Z'Specifications for Design and Fabrication and Erection of' Structural Z'Steel for Buildings, I L (latest editions). r7 , , 33 11--------------Concrete cast against -and permancintly iexposed to earth. SCA4E. S, 211--------------Concrete exposed to earth or weather, 4#6 Bar and larger. N I / 1 1/2-----------Concrete exposed to earth or weather, #5 Bar and smaller. aq. Welded connections------------------------------ AWS D1 .1 0 U.0.N. act with --rth for the primary reinforcement, -A 1 1/2-----------Concntn e e not ;axposed to weathlar or in conto M 0 DO NOT SCALE A ties, stirrups, an F d spirals in beams and columns. b. . %nchor bolts & threaded rods------------------- AST r,%-307 THIS DRAWING- C. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 R rE L'A EASE DATE: if 9. Horizonto-1 beam andfOoting bars shall be bent 25 around corners or corner bars with a minimum 25 03-25-03 lap. (U.O.N.) 11� REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etC., necessary 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. A DRAWN BY: 11 . All reinforcing details shall C-onfiorm to Manual of Standard Practice fior detailing reinforced concrete CF structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY- DJM 11 122. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete", A ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition ' HEET: N1 345 5-rk S-� ,,.--SPLICE IN UPPER PLATE STjW=PAk NUES STUD TABLE BRICK VENEER WITH 1" AIR SPACE STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS AND WALL TIES AT 16'oc. VERT. AND AT J7 1 1.ALL LAP5 IN TOP PLATE OF BEARIN&HAL-1-5 50ALL BE- CEILING No. 2 SPIF No. 2 SYP No. I SYP 32" cc HORIZONTAL. A MINIIIIUM OF 4'-0'AND NAILEV HIT" 12-- lbd CON WEEP HOLES 0 48'ac. MINIMUM 12- 1 6d or NAIL5 OR 16- 3'x .131' 6W NAILS. HEIGHT 2Y4 2x6 2x4 2x6 2x4 2x6- 2�ALL &ABLE ENDS SHALL BE 5ALLOON FWAHEE?09 GALV. FLASHING 16- .131 3" IN THIS DOUBLE PLATE (NAIL W/ BRACED PER DETAIL. ft. 16*oc. 24oc� 16'oc. 24"oc. 16"oc. 24"Oe. ZONE (TOTAL) 2x4 PT SILL .9 SPLICE IN LOWER PLATE .131" x 3" 0 8"oc. 3.ALL SHEARNALL5 5FIALL BE NAILED AT 33*cc.OR 6'oc. 9 ft. 16'oc. 24"oc. 16"oc. 24 oc. 16'oc. 24"oc. -5 AND 12*cc,. IINTERMEDIATE 1/2- ROD ASSEMBLY AT NOTED SPACING (A5 NOTED)ON ALL E06E 10 ft. 16-oc. 24'oe. I 6"oc. 24"oc. �Coc- 24"oc. STAGGERED P4/bd CON NAIL6(U.O.Nd BLOCK ALL UN55UPPORTED AND EMBEDMENT CLEAN COMPACTED FILL EPOE5 HITH 2x4 FLAT H15E BLocKIW_,. !SHEARNALLS 8 ! I� 4' or GREATER 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. !a 1 #5 CONT. MIN. SPLICE 50ALL M 15/32'CPX OR 1/16"0513.(U.O.I.N) 24"0c- N/A 24 24"oc. _j 4" CONC. SLAB 2500psi wl i ROD CENTERED ON DOUBLE 4.HEADER STUDS AND HEADER CRIPPLES SWOMP Be 12 ft. N/A 'Oc, N/A _j FIBERMESH OR 60-10/10 WWM STU TOP PLATE NAILED TO&ETHER AT Wcc.H/12d 6,UN WAILS( .13Ix 13 ft. N/A 24"oc. N/A 24'oc. N/A 24"oe. 6 z - TOP JOINTS OR ROD ON 3')5TA00EREP. CLIP U141T TO SHOE PLA�TE HITH W 4 1- SPI44/6 CLIP AND NAIL HITH 12- IOLI xc 1 1/.2 NAILS 14 ft, N/A 16*oc. N/A 24*oc. N/A 24oc. LU to 4 1 2- 2x- TOP PLATE EACH SIDE WITHIN 12" OF (U.O.Nd 15 ft. N/A 16"oc. N/A 16,0c. N/A 24"oe. L JOINT. 5.ALL HINDON ANP POOR COMPONFNT5 MU95T Va P155ION15P IL 1 117�1 11-111-,, 6 MIL VAPOR BARRIER 16"oc. U) #5 CONT 2x- STUDS NAILED TO EACH ROD WITHIN 6" OF BOTTOM TO HITH5TAND THE DESI&N HIND LOAM. 16 ft. N/A 16 oc. N/A 12 N/A _7 OTHER wl .131" x 3' QO Coe. 6.ALL CONNECTOR5 ARE 5"Sort OR EOUAkL.(U.O.N) NOTEi THIS TABLE APPLIES To STRUCTURESWITH MEAN ROOF HEIGHT LESS THAN WAND < 0 CLEAN, TREATED, COMPACTED FILL STAGGERED DOUBLE I-_ 1.FOUNDATION DESI&N 15 BASED ON MINIMU�M SOIL CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. Ya-SHEATHING. U) PLATE JOINTS. Lu 8" CMU STEMWALL w/ 1#4 VERTICAL 615ARIN&CAPACITY OF 2,000 p9f. GRAD AT 48" OC. AND ALL CORNERS, w/ TYPICAL THICKENED ED&E FOOTIN6 NOTE: IF ROD IS GREATER ---SPF STUD GRADE MAYBE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE THAN 6" FROM JOINT- ADD STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREA$. 12- HOOK AT SLAB AND 6" HOOK G BLOCKING OR SOLID (MIN. (3) 12" z 2" Vz'* THREADED ROD SIMPSON SSP AT JOINT. < 10" ASSEMBLY AS NOTED BLOCKS) NAILED W/ 4- .131" x 3" W AT FOOTING. > //�NAILS T_ I D NAILING SCHEDULE 0 20- )t 10' CONC. ROD OR BOLT WITHIN 2x- STUDS >_ FOOTING w/ 2#5's CONT. 12- ON EACH SIDE REVISED 11/25102 FOR TWO-STDRY --- OF BREAK 4- .131" x 3" NAILS AT EACH CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 Lu T&G STURDI-FLOOR BLOCK Lu USE 22"00" FIG. F DECKING NAILED AT 6"oc. W wl 3 #5's CONT. ON EDGES AND JZ'oc. IN CUT CU7F LENGTH SHALL BE 36** ROD PLACED WITHIN 12" OF Lap in double Plate 12-16d common 16-0.131"x 31/4"gun nails 20-12d sinkers NOTES ON THREADED ROD IN!5TALLATIONF In THE FIELD. USE 6d RING UNGTH FOR 16" DEEP JOIST E CH SIDE OF CORNERS 6"o-c.on edges and 12"o.c.in the 7- A TE A R ENEE SHANK OR SCREW SHANK field Wth 8d cornmon,box,screw 6"o,c.on edges and 12"o.c.in the T o.c.on edges and Wo.c.in the 1) ROP5 REGUIRE A MINIMUM LENOTH OF (1) 13AFZ DIAMETER THREADED INTO r_oupuNo. 8d COMMONS MAY ALSO BE i r H/ B I Cr 0 CEED 4 NTA IN I�NR USED. ;000 SW-shearwall shank or ring shank field With 0.131"x 2 1/2"gun nails field wth 0.099x 79un nails 2) MULTIPLE ROP5 MAY BE CONNECTED HITH GOUPILIN6 TO FORM ONE ROD. 0- L�X ITIO S 8"C CT2 G ><V� AL D S IOG TS 11 LOOR BEAM AS NOTED SIT I PLATE BREAK 3'o.c.on edges and 12"o.c.in the Typi L LL NOTE F STEMWALL WAL n Or RECORD FOR ADD N E N RECIUIREME2N� field with 8d common,box,screw 7o.c.on edges and 12"o-c.in the 3) ON INTERIOR APPLIGATION5-(OREATER THAN 5" FROM ED&E OF SLAB) A _j W_ uj SW(3)-shearwall shank or ring shank field with 0131"x 2 I/Tgun nails 1/2" x I" NED&E ANCHOR CAN BE USED TO ANCHOR THE RODS. co M 1 6"ox,on all supports with 8d 6o-c.on all supports with 0.131"x 2 4) THE NUT AT THE TOP SHALL BE SNUO&ED HITH THE P-00 5TRAIGHT AND THEN ONE D) 2x4 PT SILL Provicle wtinimum 1- ENC.&PART. ENC.1/2"or common,ring shank or screw IJ2'smooth,ring or annular shank gun ADDITIONAL FULL TURN OF THE NUT 514ALL BE APPLIED TO ACHIEVE PROPER TENSION- _r I end distance 7/19'Roof Sheathing, 0 1/2- ROD ASSEMBLY AT NOTED SPACING Sivzpsort SiTong-Tie shank,4'o.c.edge nailing within 4 nails,4"o.c.edge nailing within 4 of NAIL W/11 - /Od COM_ CS16 A T 32" OC. 120 MPH of roof edge and ridges roof edge 5) THE MAXIMUM 5PACIN6 OF ANCHOR BOLTS,ON EXTERIOR NALL5, ON THE SILL I-LATE IN EACR END LENGTH 11-10d commons in each end (22 TOP AND BOTTOM 15 60" oc. THEREFORE IF RODS ARE SPACED 6REATER THAN 5'-0" THEN APPITIONAL 4' CONC. SLAB 2500ps! w/ Simpson LSTA30 total) ANCHOR BOLTS NEED TO BE IN51ALLED. 112" EPDXIED ANCHOR5( 5' EMBEDMENT) F113ERMESH OR 6x6-10/10 WWM 9-10d commons in each end (18 vil I" HASHER MAY BE USED FOR 1/2" x 10" ANCHOR VOLT5 IN TH15 APPLICATION. 0 1. Simpson LSTA24 total) 0 10-10d commons in each end rq) THE TOLERANCE ON ROD PLACEMENT SHALL BE V- 6". W 4 4 0 1 4 TRUSS Simpson HTS30 (20 total) > 4" 13-10d commons in each end 1) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR THRFAPEP R005 INTO FOUNDATION 0 F11, T7 ry L =W n Simpson MSTA36 (26 total) SHALL SE -10 MINIMUM. 4/6 or 55T- L5TA18 LU #5 CONT /-3-16d COM @ EA. Simpson SPH4 12-1 Od x 1 1/2"nails b) SHOULD A HEADER LEN6TH EXCEED 4b" . IN5TALL 55T- 5PH 5TRAP FROM HEADER TO TOP PLATE AT 52"oc. 4 1LF_=, W=111, CLEAN, TREATED, COMPACTED FILL BLOCK (TYP.) Simpson H2_5A 10-8d commons(Total) . 8" CMU STEMWALL w/ 1#4 VERTICAL Lu -1 (2)10-10d x 1 1/7'in rafter:10-10d 7 GRADE� 0 1 1 1_7- AT 48* OC. AND ALL CORNERS, w/ B0770M OF SLAB LA- -3-12d COM (TYP.) Simpson H16 x 1 1/2"in plate W I" - 12 12" HOOK AT SLAB AND 6- HOOK 10" \,--2x4 BLOCKING @ 24"oc. (U.O.N.) Simpson LTS12 5-10d commons in rafter&plates 5-10dx 1 112'nails in rafter&plates 7-0.148'x 1 1/2"nails in rafter& 12" -\\\ I MIN. AT FOOTING. I MIN. INTERIOR BEARING FOOTING 1/2" THREADED ROD ASSEMBLY I -- #5's CONTINUOS SPACED AS NOTED Simpson MTS12 ....7--10d commons in rafter&plates plates TRU55 or BEAM uj 20" x 10" CONC� Simpson LTA1 12-10dx I 11T F FOOTING w/ 2#5's CONT. PLUMBING WASTE LINE SHEARWALL 0 Simpson PHD8 24-1/4"x 3SDS screws 1/2"NUT t- I I - I 0 FOR TWO-STORY Lu USE 3 #5*s CON7. Simpson MGT 22-10d commons 0 Simpson HTT16 18-16d commons HIT]&,Hrr22,MOT(AS NOTED) n BOTTOM OF SLAB Simpson HTT22 32-16d sinkers A E A 4** MIN. I ____�-TOP PLATE 0 INTERIOR BEARING FOOTING Q0 TYP'C L 5T LL ILI- ----- -- NOTE IF STEMWALL WALL EXCEEDS 48.'C N ACT ENGINEER OF RECORD FOR ADDITIONAL DESIGNTREQUIREMENTS. CO Lu 12" ------ #5's CONTINUOS C0 4" CONCRETE SLAB w/ PLUMBING WASTE LINE 0) 6x6, 1Ox1O WWM OR 5IMF50N PA 51 EMB. 5TRAP < FIBERMESH REINF. (21) Ibd CON NAIL5 W LOWER REBAR AND FOOTING IN THIS AREA (MIN) OARA61F SLAB THICKENED ED&E M 4 ��IF NECESSARY Ul 4 5TEMNALL ROD ATTACHMENT TO HOLPOV4N AT TRUSS/E3EAM < t- THREADED ROD A55EMBILY(5EE DETAIL) R 5TEMNALL FOOTINC7 W 2-2x RAISED HEADERYBEAM U) 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL _4 PI/V5�'�IRACER BETHEEN MEME31FIR-5 2x4 LOOKOUT5 o 4&"oc.FOR OVERHAW� 2x4 FLATHISE LooKCUT5 U6- (1) # 5's CONT. a 4bloc..FOR OVEROANO _jI < H25A CLIP(TYPICAL) A &ABLE ENP HALL RAFT A THREADED ROD 4 -7 A5 NOTED ON LAYOUT 2:Mv STUDS a 16'or. T 5IMP50N LTP4 to CLIP AT 4b'oc. (5)- 10d IN RAFTER 0 0 OPENINGS LESS THAN AND THREADED ROD A55ENBLY(SEE DETAIL) DOUBLE PLAT MIN. I"SPACE OETHEEIN TOP 0 #4 DENT INTO FOOTINC 1 1.-4 z REFER TO WALL SECTION FOR TYPICAL ANCHORS 36- SHALL USE (1) KING (2) 2x__ HEADERIEtEAN OF STUD ANP Ist NAIL� < & (1) CRIPPLE THICKENED EDC7E COIL STRA z OPENINGS BETWEEN USE SIMPSON 1/2'SPACER BETNEEN MEMBERS 5TUM at 16 (5)- Iod IN STUD 0 1 #5 CONT. 36' - 8*-0" SPH% OR #4 VERT. -TYPICAL- W N TFIREADEP RO LSTA12 STRAP- LEN671-1 AS U) SHALL USE (2) KING STUDS SIMPSON LSTA18 mi & (2) CRIPPLES. STRAP AT 32oc. 1 #5 CONT. 3"x 3' xV&' HASflER SEE LAYOUT) REQUIRED. 4" CONC. SLAB 2500psi w/ ON HEADER fall, Uj FIBERMESH OR 6x6-10/10 WWM NOTE- GREATER THAN n IF OPENINGS EXCEEDS 8'-0- TYPICAL STRAPPING (UNO) (D 48- (I.I.O.N.) z IN WIDTH SEE PLAN. Q (5A13LE END FRAMIN& FOR 13ALLOIIN FRAMIN6 Z ca THREADED ROD 0 ASSEMBLY WITHIN B- > co OF KING STUDS. LL GRADE CLEAN. TREATED. COMPACTED FILL q, Y2'* ANCHOR E30LT SIMPSON MTS12 Tj -ASSEMBLY SHALL BE INSTALLED SHOULD NOTE: ---> 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB SINGLE SILL IS HEADER LENGTH REFER TO WALL SECTION FOR FOOTING ACCEPTABLE FOR EXCEED 5'-0" 2 x 4 STUD OPENINGS UP To 5*-1' WIDTH ALIGN w/ RAFTER z I - I 2x--RAFTFR SEE PLAN FOR SIZE AND SPACING < r 1'� C;) 2 to x 0 ROOF SHINGLES OVER 15# FELT 0') CORNICE DETAIL AS 0 3" x 3" x 1/4" WASHER & 1 /2" NUT (TYPICAL > PER BUILDER'S SPECS z < z 7/16" OSB SHEATHING NAILED AS PER <5 MIN> NAILING SCHEDULE n THREADED ROD COUPLING 0 2 x 4 STUDS 0 16" o.c. 0 No. 2 or Bt. SPF 2x4 51LOCKING-1 NAILED AT (OPTIONAL) EACH END WITH(2),131"x 3" 1/2 NUT NAILS. ?9I)a9199 NAIL RAFTER TO CEILING 1/2" ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT JOIST w/ 4 - 12D com. (MIN) Uj 3" x 3" x 1/4" HASHER 0 1/2" x 7" WEDGE ANCHORS MUST BE INSTALLED BETWEEN RODS AT MAXIMUM OF 48"oc. SIMPSON MTS12 CLIP 0 M AT EACH RAFTER �44"T&G STURDI-FLOOR SHEATHING GLUED Lu 4" CONCRETE SLAB w/ AND NAILED;w/6d COM OR RING SHANK at 6"oc. 6x6, lOY10 WWM OR k-R,�TER EA,15-FASC ON EDGES AND 12"oe,IN FIELD. FIBERMESH REINF. 0 x4 BLO(-KIW.2 STRAP STUD TO DOUBLE (2) 2x- SYP DOUBLE TOP PLATE 6 MIL VAPOR BARRIER OVER AW. TREATED & COMPACTED FILL VERHAWx 140T EXCEED 12" DLATE w/ SIMPSON MTS12 U W 4 A x4 SYFI at 12"or-r=XTENDS -1/2" ROD ASSEMBLY AT NOTED SPACING 4 A CORNICE DETAIL AS A307 ROD or EQUAL LLI 4-t En V. V-0" 15ACK MIK FROM CzAIBLE OERAII_ w/.1-31" x_34" 0 1 EXTERIOR FACE.NAIL TO EACH NAILS at 12"oc. PER BUILDER'S SPECS 2x SPF #2 STUDS AT 16" OC� CEILML JOIST w/(2)Do[NAILS SirAla 6TRAP at 48"ac.or 0 Ea SCMP EILII�,* (2) # Ts CONT� (SEE STUD TABLE FOR SIZES z 81, 1.-4 A15LE END WALL STUDs AND SPACING AT VARIOUS HEIGHTS) < P-J�NOTE. FOR 2-STORY CONDITION 2x4 at 16"oc�NOT To uj USE V-8' WIDTH w/ 3 #5's CONT. E)KCIFED WHk3tWT. NOTE:�/16"HARDI-PANEL SHEATHING MAY BE SUBST rUTED Q: L----- I FOR��16"OSB SHEATHING SPECIFIED WITH A6"OC.EDGE * U.O.N. C516 or LSTA24 �z %, STRAP at 46"oe.NAIL w/(6) NAILING PAT-FERN.NAIL wl 6d GALV.COMMONS at 6"oe. 7/16" OSI3 SHEATHING NAILED 6"oc. ON EDGES ry i I e DO NOT SCALE uj lod IN EACW END. ON ALL EDGES AND SUPPORTS. 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS (2) 2x- SYP DOUBLE TOP PLATE RYWALL CEILIWa OE"L C%AE5Lrz END,WALL THIS DRAWING . UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT STUID TO POUF�LE TOP PLATE WIT14(3).131'x 3 Y4" RELEASE DATE; NAIL$ NUT AND I" NA5HER Lu x OUIBLE TOP FLATE 112" A50-7 ROD THREADED 4" CONC. SLAB 2500PSi W/ 4" CONIC. SLAB 2500psi w/ LL 2x FIT SILL 03- 25 - 03 LL 2 x 4 STUDS 0 16'* o.c. AT EN05 or uj No. 2 or Bt. SPF YPICAL WALL 1/2" ALL THREADED RO EPDXY INTO 5LAI3 or FIBERMESH OR 6x6-10/10 WWM FIBERMESH OR 6x6-10/10 WWM FOOTIN6 REVISION DATE: 5LE END WALL 5TUP /2' ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT U5E SIMP50N "SET" 112" THREADED COUPLINrl 4\ I" NA51HER. EPDX-T' 04- 14 - 03 LL 1/2' x 7' WEDGE ANCHORS MUST BE INSTALLED ALTi 51MIP50N 1/2" ROD ASSEMBLY AT NOTED SPACING 4- BETWEEN RODS AT MAXIMUM OF 48'oc. 3�5d NAILS TYPICAL FRAMING AT "ACRYLI6 TIE" A307 ROD or EQUAL DRAWN BY: 112" x 10" ANCHOR BO 4- CONCRETE SLAB w/ LT 6x6, 10x10 WWM OR x4 E5LOCKIW.2 w/(4)J31"x 3" CONT PERIMETER BAR FIBERMESH REINF, CONVENTIONAL FRAMEL) GAE3LE _V EMf3EDMENT FILL ALL HEADER BLOCK CELLS`�_ "�FILL ALL HEADER BLOCK CELLS LU ENE) WALL Z[ 14AILS DJM 11 (9 � :. .. . .1 N b" CMUSTEMNALL Uj CHECKED BY: OUBLIE TOP PLATE 8" CMU STEMWALL W/ 1 #4 VERTICAL 10.. 6 MIL VAPOR BARRIER OVER 10' AT 48 t) OC. AND ALL CORNERS W/ 4". 40, I DJM 11 Uj TREATED & COMPACTED FILL 12" HOOK AT SLAB AND 6" HOOK W BLOCXING DETAIL ALL MEMBERS SHALL BE SYP 7- (2) IF 5's CONT� 20" x 10" CONIC. 20" x 10" CONC. 9) MINIMUM -V ENDEPMENT 1) AT FOOTING. _j V-4" NOTE: FOR 2-STORY CONDITION OR A5 NOTED ) SHEET . USE V-8" WIDTH w/ 3 #5's CONT. FOOTING w/ 2#5's CONT. FOOTING w/ 3 #5's CONT, TYPICAL &AE3LE ENE? E3RACIN& ALTERNATE EMBEDMENT METHOP5 FOR THREADED R005 NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS, 5IN&I_E5TORY` EXTERIOR HALL 5EGTION TYqO 5TORY EXTERIOR HALL 5EC-TION S 0 st, 621=510 LOAQ57 FLOORS- LIVE LOAD� 40psf DEAD LOAD= 15psf WIND-BORNE DEBRIS PROTECTION FASTENING (CARPET or WOOD) I DEAD LOAD= 20psf SCHEDULE FOR 7/16" OSB or 15/32" CDX (TILE) FASTENER TYPE FASTENER SPACING (in.) DEFLECTION CRITERIA: CARPET or WOOD= U48OLL L/240 DL PANEL SPAN< 2 ft<PANEL 4 ft< PANEL 6 it< PANEL TILE� L/600 LL 2 ft SPAN<4 it SPAN<6 ft SPAN<2 it U360 DL YPICAL - G .- RIP (5) LIVE LOAD= TC 20psf 2 112"#6 WOOD SCREW S 116 16 12 9 ROOF(TRUSS)- BC 10psf LDURATION FACTOR: 1,25 &x& PT POST ON 5IMP50N A5U&(v 2 1/2"#8 WOOD SCREWS 16 16 16 12 a = 3.0' DEAD LOAD= TC 7psf P05T BASE w/ (2) SIMPSON H6 CLIPS BC 5psf AT E3EAM AE30VE or U5E DOUBLE-HEADED NAILS PERMACA5T DETAIL. (TYPICAL) 1 Od COM or 12d BOX 12 6 4 3 YP I CAL I _E B IR ZONE (4) ROOF(CONV.FRAME)- 1 112"X#8 MACHINE RAFTER LOAD= 20psfLL CY) 2 2 x 12 (TYP) SCREW IN THREADED 51 10psfDL INSERT 16 16 16 12 DURATION FACTOR: 1.25 CEILING LOAD= 20psf LL Note: Fasteners shall be Installed at opposing ends of the wood panel. 10psf DL W �T rYP) DL E5IGN CRITERIA: BU NOTE; THIS STRUCTURE WILL f3E BUILDING CODE:2001 FLORIDA BUILDING CODE CONSTRUCTED WITH STORM WIND DESIGN METHOD:ASCE 7-98 BASIC WIND SPEED: 120 mph SHUTTERS OVER ALL WINDOWS BUILDING CATEGORY:11 AND GLAZED DOORS. ALTERNATE: INSTALL IMPACT RESISTANT WIND IMPORTANCE FACTOR: 1.00 (D WIND EXPOSURE:C z GLASS AT ALL EXTERIOR GLAZED OPENINGS. DESIGN FOR ENCLOSED STRUCTURE WIND PRESSURES ON WINDOWS & DOORS (psf) W > z (3) 2x4 5UILT-UF F05r*,_� I Enclosed Structure I W j AREAOFOPENING EDGESTRIP (5) INTERIORZONE (4) z Pas Neg Pos Ney 0 to 20 sf 31.4 -42-0 31-4 -34.0 20-1 to 50 sf 30.1 -39.1 30-1 -323 LZ 0 .50.1 to 100 sf 28.2 28.2 -30.9 1100,1 to 200 sf 26.6 -32771 26,6 -293 1200.1 to 500 sf 1 25,31 -29�81 25.31 -27.9 U) -- —— -- Base Design Pressure 26.60 GCpi ±0A8 LLJ 0 Q 5HEARkqALL LE6EN1? vzzezzz7zl�� 5WEAWALI-5 NAILEP AT &"oc. ON r=D6E$ AND 12"oc,. IN INTERMEDIATE SUPPORTS (3) 2x& 5YP CRIPPLE WITH 8d COMMON NAILS. AND 12"oc:. IN INTERMEDIATE 5UPPORT6 WITH ad COMMON NAIL&. L(3) 2xb ST NEW (2) 1 3/4" x 24" LVL 2.OE .N2.OE BEAM NOTE CON5TRUCT SPEARWALL$ WITH 3(e," 91 06B or %" COX (U.ON.) NOTE REFER TO 6HEET 5-1 FOP, STRUCTURAL DETAILS. L�_4 4x4 PT POST STRAPPED TO BEAM L N C:) OW WITH M5TA36, STRAP C:) I,-- co AND w/ (2) SIMPSON 1-16 CLIPS C\j LO N C\1 AT 5EAM AE30VE or USE LU C\1 PERMACA5T r->F-TAIL. (TYPICAL) LO CO C:) CV) L�4 V C 2 2 x 10 (TYP) (y) U) U_ CY) x 0 C) W _j LL Z > j .— I W LJJ Z C:) _j 0 LL (y c,6 65 o cc) T_ < _=j LC) --) 9z;f L0 C) \A' F'E CD _T F___1 46, > 141 r LT I f15 ,e N., t;"*,) _41"k. _t _j NRST FLOOR Y4 11 1 1-011 > 9 U.o.N. L 9 DO NOT SCALE NOTE: ALL LOAD 5EAFRIN6 PEADER53PALL BE THIS DRAWING 7- A MINIMUM OF (2) 2XIO No.2 or BT 5YP (U�ON.) RELEASE DATE: t C� 04-14-03 REVISION DATE: SECOND FLOOfR 00-00-00 DRAWN BY, NOTE. ALL LOAD 5EARING HEAPER6 5HALL E3E ED A MINIMUM OF (2) 2x& No.2 or 5T 6YP (U.ON,) CHECKED BY: DJM 11 SHEET: S �2mmmmmmmm 15 5Tk 5-� - - - - - - - - - THREADED ROD FROM FOUNDATION — — — — — — — — - TO DOU13LE TOP PLATE T' EMBEDMENT) F L ZOD FROM FOUNr,>ATION Y2" THREADED P TO 5ECON0 FLOOR TOP PLATE. ( -1" EMBEDMENT) Y,2" THREADED ROD FROM FOUNDATION TO DOUBL TO 12" EMBEDMENT) Y:2" THREADED ROD FROM FOUNPATION 0 " EMBEDMEN TO 5ECOND FLOOR TOP PLATE. 12" EMBEDMENT) 0 ui z TYPICAL THREADED ROD NOTES: IF SPACING OF THREADED RODS USE TYPICAL BETWEEN FLOOR 3. 0 —----- El STRAPPING DETAIL WHERE SECOND — EXCEED 6-0"oc.THEN ADDITIONAL FLOOR WALLS ARE BUILT ABOVE ANCHORS SHALL BE ADDED TO THE 0 BEAMS. CLIP DOUBLE PLATE TO STUD SILL AT A MAXIMUM SPACING OF w/SPH4 CLIPS at 32"oc. (TYPICAL) 5%0"oc. USE 1/2"EPDXIED ANCHORS c WITH A 5" EMBEDMENT. (D w 0 2. IF HEADER LENGTH EXCEEDS ROD THREADED ROD SHALL BE — SPACING NOTED THEN SST-SPH4 4 CONTINUOUS FROM FOUNDATION OR SST-LSTA1 8 SHALL BE TO SECOND FLOOR TOP PLATE IN INSTALLED FROM HEADER TO TOP ALL LOCATIONS ALLOWED BY PLATE TO ACHIEVE PROPER OPENINGS IN THE WALLS. SPACING El F( (H W H) FH V A 0 L0 N C\j -It L0 cy) c-) co U) LL- x M 0 C) [ii LL Z -j Lu > w z C:) LL I-- w 00 0 00 LO LO CD -1 m cv) ............. CL C-0) COD Q1 RM SCA�E: ,' Zoe - –011 Ili iu 0 U.O.N. e DO NOT SCALE' THIS DRAWING RELEASE DATE: 04-14-03 REVISION DATE: �HF L VT-�—" 00-00-00 L] DRAWN BY: CF CHECKED BY: DJM 11 SHEET: S � 3 FF tu JII BEA LL 0 10 .0 (-:)o ci 0 LU o _o 13EAM-2 L j Ll 1—T I CH W H) _=F HVAC rlo co c%4 (D 1�- (.0 N Lo N w 'c", CD co _j m cy) U) LL x 0 C) W LL. Z w -i w >_ > CL w cGD-) _j -j 0 64 LL cn (_6 �e co (.) oc) < 3 L0 CD a) 0) c\I o? f=L00fR FfRAt**-llNG LA%T,�CUT SOOT CIN Y4 I l'o it & U.O.N. * DO NOT SCALE THIS DRAWING RELEASE DATE: EJ 04-14-03 REVISION DATE: 00-00-00 DRAWN BY: CF CHECKED BY: DJM 11 SHEET: S �4 3q,6, gw-,_ st 3� e; 54� 3f.,