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Mayport Road 1855 -16 112- z MAP SHOWING BOUNDARY SURVEY OF ASSOC SURV 0 LB 5498 A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, ALSO BEING A PORTION OF LOTS 8 AND 9, BLOCK 19 ACCORDING TO THE PLAT OF DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19, PAGE 16 OF .THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: m 0- FOR A POINT OF REFERENCE COMMENCE AT THE NORTHEAST CORNER OF SAID 00 LOT 9. BLOCK 19, SAID POINT ALSO BEING THE NORTHWEST CORNER OF LOT 12, ACCORDING TO THE PLAT OF E.H. DONNER'S SUBDIVISION AS RECORDED IN PLAT BOOK 8. PAGE 4 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL D 0 N N E R' S R E P L A T 0 (no COUNTY; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID LOT 9, P L A T BOOK 19, PAGE 1 6' -cr o BLOCK 19, AIDISTANCE OF 168.52 FEET TU THE POINT OF BEGINNING; THENCE wm SOUTHERLY PARALLEL WITH THE EASTERLY LINE OF SAID LOT 9, BLOCK 19, A z DISTANCE OF 50.00 FEET; THENCE WESTERLY PARALLEL NTH THE NORTHERLY Z UNE OF SAID LOT 9, BLOCK 19, A DISTANCE OF 115.79 FEET TO THE EASTERLY RIGHT OF WAY OF MAYPORT ROAD (A 100 FOOT RIGHT OF WAY AS NOW LOT 9 o < ESTABLISHED); THENCE NORTHEASTERLY ALONG SAID MAYPORT ROAD ALONG LOT 7 BLOCK 21 0 ,I I- A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 2864.80 FEET, BLOCK 21 -a. FOUND 4'x4' AN ARC LENGTH OF 52.46 FEET AND A CHORD DISTANCE OF 52.46 FEET TO THE NAIL AND CONCRETE MOWJMENT DISK LLi NORTHERLY LINE OF SAID LOT 9, BLOCK 19; THENCE EASTERLY ALONG LAST LB 5488 00 NO METAL 4LW SAID NORTHERLY LINE, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. '4 4"x4* CONTAINING 0.12 ACRES MORE OR LESS. CONCRm 1/2" 411% MONUMENT 07H PIN LEGAL DESCRIPTION PREPARED BY ASSOCIATED SURVEYORS, INC. DURDEN LB 1048 PO CEMFIED TO: STEVE VLORE, NOCT FLORE. SMUT TITLE OF JACKSONVILLE, INC., D 0 N N E R' S R E P L A T WATSON & OSBORNE TITLE SERVICES, INC- 1-F P L A T 8 0 0 K 1 9. P A G E 1 6 "-N- 4 AND IRONSTONE am z 40 NORTH 100' BLOCK 20 0 230.40- (M) EAST (R) LAJ > 4t 1 STORY I STORY MOCK BLOCK 3/4" AND FRAME REBAR R AR 2.92FINORTH WEST W CURB ci C4 1/2" 112- ...... REBAR ASSOC SURV Ls 54W 0 0 o UJI m _zt DRAINAGE GRATE z Z 01 x D 0 N N E R' S R E P L A T o< P L A T B 0 0 K 1 9. P A G E 1 6 CNI SOUTH 98' 41 4 BLOCK 20 CONCRETE u,nuiy POLE POINT OF POINT OF P BEGINNING 112" REFERENCE CONCWTE UTILITY POLE REBAR Ciftc ASSOC SURV 4'XIC LB 54M 7i� 1/2" EQLW`MENT 158.52- (M) BANKS 100.00. (M) MONUMD" X VEST 169.Y (R) 147111 PIN LB 6470 2, Ai DRAINAGE 10 MAMOLE 40W w COVERED CONCRETE I STORY j METAL SIDED LOT 9 40.sl Z-11 N Vv! .0 C4 NO. 1855 0 de BLOCK 19 40.6 c; J* 1/2" 1/2" c; 0 In new ROAR 1.6 -20. % ASSOC SURV 0.41* WIRTH ip. ia 5406 tir MEST (R) EAST 168.32 1/2" 1/2 158.52- (M) 3/4" REBAR 115.79- (M) REBAR TOP IIIENT ASSOC SURV Ow SOUTH ASSOC SURV &7W EAST LB 54M LB 54M z LOT 8 0 BLOCK 19 (D > s < CD cq En LOT 7 0- BLOCK 19 0 (no o w co z 'V_ 0 Z uj 0 0 z m LOT 6 z a. BLOCK 19 0 uj _j 1/2" a. LB M45 1/2* 326.43- (M) 1/2" LB "45 O.Ir MUTH 016' VIEST LOT 2 BLOCK 19 ,q E Y o 00411111" NOTM ANGLES AM SHOW FOR TM SURVEY. ca C. 2.SIRIXIIIX NO. _.%_51 WAIIN W&ON UES VAIM ROOD ZW_1_�AS Up A330CIATED SURVEYOR3 IN DEMOn RtOM FIA.A. FLOW WPS PAN11 In DAIED LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE WRVEY ONLY. JW DMT OF 4, PIPES AND UTILITIES. IF ANY. NOT DETERMNED. ui 3"8 BLANDING 13OULEVARD 4.AMK=M AND/OR 81WONWALLY Wj%W AW.AS F W"T ii" JACKSONVILLE, FLORIDA 32210 BY THIS SURVEY. 904-771-6468 5.THIS SURVEY BASED ON LEGAL OMRIPTIONS FURNISHED. 1w max RECORDS WERE NOT SEARCHED BY T#*S SURVEYOR 0 CERPFICATE OF AUTHORIZATION NO. LB 0005488 TinE. COVENAHM RES70CWK OLMIRES. FM�"SEMEFM s s v TAKINIIIS OR 0111DINANIM M TWf COULD BE WO MATM OF fWW MT NTW IM FMCEL�. LOT 1 1 HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6.MESS OTMOSE STAIED ALL SON PVES FOUNI01 WAVE 100 M11FICA BLOCK 19 DIRECT SUPERVISION WETS THE MINIMUM TECHNICAL STA14DWS FOR URVEYING PUFrpUANT/tO CWTER -0 - GUY Mom 61 G 1,7,W.- TLf)RI Is Cocyy. CftA)qtR 472. F.S. 0.-SET mm or-E at FRW WAM P.C.- POW OF CURVE AS= stway OR LIL IM P.T.-POWt OF TM*X3#CY A -W= V#Y— --m ow, Ott We N.Lft " CaffERLJW A%IQW'L BY: - PIPE OR PW L-AM UPIM C B. HATCAEI&P FLORIDA CEP.*ICATE NO. 377 , RKW-OF VAkY It CHARLES L. STAA(Jy. FLORIDA CERTIFICATE INO. 45','�� 5 -OVERSE *-W WIRE FENCE 0 P.C.C.-POINT 0 COMPOUND CURVE 0-0 WOOD FDOCE RAYMOND J. SCKAEFER FLORIDA CERTIFICATE NO. 6132 B.FLL- BUILDING INESTRICTM CONCRETE STANLEY ROAD JOB NO. 40354B DATE 3-26-2004 (ORB) - OFFICIAL RECOMS I CHAK",FENCE (M : OFFICIAL FtECORDS VOLIJME cOi- UTILITY POLE SCALE: 1 3Q' DRAFTER L.5. JACKSONVIU.E ELECTRIC AUTHORITY —0u_.0vE*jW u TLMMES. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED S EAL OF A FLORIDA LICENSED SURVEYOR AND '19S L tOR Y 'S AND &T,4lfR CALCULATION5 5TAIR DIAGRAt"I TOILET ROOM NOTES BIDE GRAe 5AR 18 42" AND REAR GRA5 15 FLORIDA 5UILDING CODE 100-1-3.1 15T FLOOR TO 2NID FLOOR e'- 5 1/0" 24" MOUNTED AT 2'-10" AFF TO CENTER IN ONE AND TWO FAMILY DWELLINGS CONVERTED TO INCI-4ES I/a 11 AND WITHIN DWELLING UNITS, TREADS TOTAL NUM5EIR OF R15ERe 1(0 DIAMETER OF GRA5 5AR SHALL 5E AND RISERS &HELL PERMITTED TO 5E TTf=IC,,4L IRI&ER �4GT, e/1(0 11 5ETWEEN 1.25 INCHES AND 1.5 INCHES 60 PROPORTIONED THAT THE 5UM OF TREAD DEFTH 10 WITH A 5PACE OF I.5INCHE5 5ETWEEN TWO RI6ER5 AND A TREAD, EXCLUSIVE 3/4 THE GRA5 5AR AND WALL. INSTALL OF NOSING, 15 NOT LF-66 THAN 24 INCHES 5LOG,<ING 5EHIND GW5 TO RECEIVE NOR MORE THAN 25 INCHE5.THE HEIGHT GRA5 5AR. OF THE RISERS SHALL NOT EXCEED I RY Sc�4r=DIJLE THE 6TRUCTURAL STRENGTH OF THE GRA5 3/4", AND TREADS, EXCLU61VE OF 1/2 10, 11/41 r'ICUNTING �4r=1,3�4T 5AR SHALL MEET THE FOLLOWING: N06ING, SHALL NOT 5E LESS THAT e' WIF-)E. EVERY TREAD LESS THAN 10 40" TO BOTTOM 1) 5ENDING 6TRE55 INDUCED 5Y MAX INCHES WIDE SHALL HAVE .4 NOSING, OR ABOVE LAVATORY 5ENDING MOMENT FROM APPLICATION EFFECTIVE PROJECTION, OF 35" TO CENTER OF 250 L5F SHALL 5E LE55 THAN THE 11 1/4" ALLOW,45LE SHEAR STRESS FOR THE APPROXIMATELY I INCH OVER THE 35" TO CENTER MATERIAL OF THE GRA5 5AR. LEVE IMMEDIATELY 5ELOW THAT TREAD. 2) SHEAR STRESS INDUCED IN THE GRA5 5AR 5Y THE APPLICATION OF L5F SHALL 5E LESS THAN THE ALLOWA5LE 6HEAR 5TRES5 FOR THE MATERIAL OF THE GRA5 5AR. 3) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLI- CATION OF 2r�,O L5F SHALL 5E LE66 THAN THE ALLOWA5LE LATERAL LOADS OF EITHER THE FASTENER OR THE MOUNTING DEvICE OR THE SUPPORTING STRUCTURE. IT,4-3 loll el-oll el-oll 1011 T,4-4 FO-1 FOR I NEW COVERE I f=Of;RC;II-4 9 &X& WOOD POST DRESSED OUT TO 10' CONCRETE 11-4# 14'-0' 31-01><31-011 .31-01IX31-01 F ELEVATION5 IREFOIRT 5INDING 4 AREA f=1ROCE6eING 457 CARPET u ILI! 6"x6" PLASTIC SIGN \NITH 21-4u r -10, WATER FOUNTAIN 30 FO- I FILE 01-411 TYPICAL BRAILE LOCATION 16TOPI14 C:,4RFET SIGN OFF I CE <t-1 F CLEAR CLEAR CLEAR CLEAR 3 FLOOR FLOOR FLOOR FLOOR SPACE SPACE -E SPACE C:,4RPET \Rj L r Fil. L I ATTIC STAIR 0 FIRE r=XT. c"i FIRE EXT. c() L �4 A== PLUM15ING3 WALL ro' PLUM15ING WALL PARTIAL HGT. PARTITIONS FILE L I L 41-OH C,ARI=ET — — — — — — — — — — 1CONFERENCE WATER FO A (p �CLOSET UNT -1�0- CI-63. d) DO�N CLEAR FLOOR SPACE .411 NRI 30 IAL HGT.WALL L IRECEFTIO IL15 OFF: ip all CARPET 31-01 11-01 ji J, 4� 31-OIX31-01 31-OIX3 -0 2'-011 24'-&" 21-Ol f ,F,r--zEF-) FLOOF FLAN FIF,&T F-LCOIR FLAN .011 5ECONE) FLOOF� FLAN 1/4 1,-0 I - - - - - I . I ) i � , � - , � , : I � , - , � I . 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" ., - -- - h !I 11 , --T-""-'t li - --- -1-T-1 "L�� L-A! 11 I .1. -i",-, Q -- It '�. ! �, , I I .1 I I L.- I . . i 1 �----� I� =f, !! �'lll I I �l . i; H . - I -1 - � il I i 1: io I [t.�,Jllll -- STUCCO ON ExjSTIWG 5LOCK 1� - TT--- 11 " I I I --j"'ll '. 11,....:--�, i-1-1-1 . ,111 It it H!l 1 ---�- STUCC-O ON NEW WING WALL& I I 1: 11 1! ii I I k-- �---J�'!l!,-,--.!! ,�. . lu--.,.. I I - -- 11, I I L - - - - - , , ----'I - - - - - __j I I I - I - I I ... I WEST ELEVATION � CANVASAWNING SOUTH ELEVATION- 1/4 11 =I 1-0 11 1/411 =I 1-0 11 4 E 12 ;�'- , 1 1 F , r -- [E I I -=.1,11'r-li I I I [I] I <!77 LOWE r =R P C ILI?J LE � - :, WI RE�TOHMAEINTAI I . t .......... TITLE 5 �4EET OFFICE DUVAL COUNTY, FL INDEX OF SHEETS- 5TRUCTURE HEIGHT AND NUM5ER OF LUINF-) ZONE INFORMATION i Code Conformance Review TI 51TE FLAN AND TITLE SHEET STORIES. REFER TO THE 6TRUCTURAL �'-)RAWING6 FOR, 11 Florida Building Code 2001 Edition Al TITLE SHEET, 4 FLOOR PLAN MAXIMUM HEIGHT OF STRUCTURE - 21'-2" THE LUIND ZONE INFORMATION. ,42 ELEVATIONS NUM5ER OF STORIES - TLUO Occupancy Classification (per 305.1): Business - Group B A3 ROOF FLAN, SECTION 4 DETAILS I 6TI 5TRUCTURAL F`LAN6 AND DETAILS Construction Type (Table 600): Type VI, Unprotected & Unsprinkl( ME] MECHANICAL 4 ELECTRICAL PLANS CONSTRUCTION TYFE: CONTACT INFORMATION: TYf='E V1 (UNFROTECTED, UNSFIRIN<LERED) I Occupant Load and Means of Egress - Section 1003 L16T OF ATTACHMENTS: 5UILDER- 1. ENERGY CALCULATIONS TO 5E CHOSEN Table 1003.1 Gross Sq. Ft. Area perOccupant Load AFFLI 45LE CODE- 2. TRUSS ENGINEERING FLORIDA BUILDING COE'->E 2001 EDITION Business 2088 net Sq. Ft. 100 21 ARCHITECT: R05ERT UJ. GRAY, I I I Total Occupant Load 34 FL AIR No. 1E>3(o4 AREA T,45ULATION (c304)241-0-700 Arrangement & Number of Exits - Section 1004 PROJECT SCOPE Table 1004 FIRST FLOORA/G: 1001 S.F. TLUO-5TORYALTERATION AN[) ADDITION To STRUCTURAL ENGINEER- I Max. Travel Distance to Exit 200 ft. AN EXISTING ONE-5TORY MASONRY SECOND FLOOR A/C.- 1051 S'F. 5.W.I. Consultine, Inc. Max. Dead End Corridor 20 ft. 5UILDING F.5.F.E. Ga. No. "3330 Door Exit Width Req'd 21 x .2 = 4.2 Inches (providing 72 TOTAL A/C. 2 068 S.F. WARREN V. CARRIGAN 111, F.E. (1304)241a-a4I3 11-4.1.3 Accessible Buildings - Exception I - Elevator not required COVERED PORCH- 213 S.F. PROJECT LOCATION: This building is less than 3 stories and less than 3000 sf per story EAST -51C�E OF MAYF`ORT ROAD TOTAL UNDER ROOF: 2301 5F. ------------------ ------------------- PLUMBING CALCULATIQNS - FPC 403.2 SEPERATE FACILITIES EXCEPTIONS: 4. SEPERATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS OCCUPANCIES WITH A TOTAL FLOOR AREA OF 3000 SQUARE FEf 100' FROFERT'l' LINE F * — - — - — - 121 - 011 21 � 011 40 1-J 7, 00000 00000 00000 00000 00000 FM GFIJ&HEC) LIME6TONE -n .13 C777= CL Cf) CONCRETE DRIVE CRIJ51-4ED LIME5TONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROFERT'T' LINE DESIGN CRITESIA—A Building Code 2001 Florida 5ulicling Code ZC1H BEAM TO PO!5T-, Code for Design Loade (2)2x10 (2)2xI0 (2)2x10 (2,MSTA24 W/(20)10d ANSI/46CE 1-136 EQST TO SLAB: - - — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — - 121/== A5U(o& 111102)I(od OR HTTI& W/04)`10d. Roof Lo Top Chord Dead Load Top Chcird Live Load 2x12 No.2 6YP PORCH ROOF LEDGER Bottom Chord Dead Load 1211 WIDE x 2011 WITH (5) 12cl AT 1611 OC. INTO SECOND Bottom Chord Live Load DEEP STRIP FLOOR WALL FRAMING FOOTING WITH (2)05 CONT. Floor Loa 411 SLAB W/r-15ERMESH Top Chord Dead Load Top Chord Live Load 5ottom Chord Dead Load Bottom Chord Live Load mM 7LLA17�7 7ZI Wind LoadinZ ASCE I-S6, So Gust FLOOR TRUSS DESIGNEP_ Exposure Category 00 NOT USE THESE EXTERIOR Importance Factor WALLS FOR TRUSS BEARING. 5ulldine Category FLOOR TRUSSES HANG INTO Partially Enclosed PERIMETER PARALLAMS. Interior Pressure Coeff C:4C Design Pressures (L x x FIRST FLOOR STWCTURE 811 1500 pet CMU COLUMN IN XX 9) TA5LE -1 COMPONENT 15 EXISTING, EXCEPT AS (n RUNNING BOND WITH FULL BED DE51GN PRE5 NOTED TYPE M OR 5 GROUT. ALL THREE CELLS FILLED WITH Zone CONCRETE AND REINFORCED esignatior Interior Zone WITH S VERT. (TYP ALL) Eff tive (P60 Wind Area 0 - 20&q.ft. +48 _5 7- 21 - 50 eq,ft. +4(o -4 EXII TING r-ouNDATI64 100 6q.ft. +43 -4, 05 x 24" LONG +42 EPDXIED 6" 101 - 200 s ft. -4 /,—INTO EXISTING NNECT EACH PARALLAM ------ FOOTINGAT 3211 PLAN, IZ=INTERIOR 2 R. ON CENTr �_,O, MASONRY COLUMN WITH SEE FRAMINC 7/ WTTI(o. BEAR BEAM ON 2X8 pT PLATE OVER Ix& PT PLA E (IL (TYP ALL) zom "ro"M 0 - 20 1q_ft. TH15 STRUCTURE 1:5 LOC,4 x x 50RN -C _E DE5RI6 RE jION L')ESIGNED AS A PARTIAl STRUCTURE. AS SUCH T1-4 MAY NOT 5E USED AS TF CHORD 5RACING. REFEI DESIGN DRAWINGS FOR E LOCATIONS. ACCEPTA5, INCLUDE Ix4 5PF RAT-RU COMMON IN EACH TRUSS T552-24 WI(2) 106XI-1/2" It 24" WIDE x 20" DEEP STRIP FOOTIW3 WITH LEG;END AND FF (3)S CONT, INTERIOR 5EARIW3 U x x HEADER FRAMING j(2)2x&-In I- HEADERj5EAm CALL NUMBER or- KING STI NUMBER Or- JACK 51 SIZE or- HEADER M.A NUMBER OF PLIES 11� 3,5" 1611 PARALLAM *ALL HEADER JACKS AND KINGS 5 EACH OTHER WITH (6)12d. o IF BUTT JOINT IN PLATE OCCURS C TOP PLATE TO HEADER WITH SPH. BUTT JOINT. * IF HEADER NOT SPECIFIED, CONT4 DATION FLAN 1 /4 11 11 - 011 F= IfR�5T FL FfRAt*-11Nr_.:; FLAN. WOCZ:) FLOOR TfRU56 NOTE5 FLOOR TRUSSES FABRICATED TO ACHIEVE THE FLOOR LAYOUT DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION )ATION NOTE& OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. FABRICATION DRAWINGS &HALL BE PREPARED IN ACCORDANCE WITH AN61/TP11-1,211215 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. TEMPORARY BRACING DESIGN SHALL BE THE REPONSIBILITY OF compressive strength for footings= 2,500 psi at 26 da�s (UNO), THE TRU65 ENGINEER AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION 15 COMPLETE. 9 compressive strength for Slab = 2,500 psi at 20 cla�s (UNO), xcine steel 103 and bigger shall be ASTM A615 grade 40 deformed bars (UNO). �;irclnlg steel shall have SO degree bend at corners With a 2511 lap, �h is an acceptable alternative and shall not require: WLLF. riclation was designed for use on relativelS level terrain with no sudden changes in soil (either material composition or elevation) within 15 feet of the foundation footprint. Should ctor find that the supporting material is not relativel� homogeneous within that area or that 'etaining walls or other sudden changes in elevation within tl�*e described area, contact the 111roll 065 W/" AT 3'76" )F record for consultation prior to concrete placement. 2x4 No. 2 SPF STUDS AT 16 I supporting foundations and slabs on Oracle shall be free or organic material and cohesive 111(oll OSB Uj/ad AT 311/611 pact the fill in 12" lifts to at least 1359,,, of Modified Proctor Maximum Dr� Denslt�. The 2x4 No. 2 $Fr- STUDS AT 16" 3/411 T4G FLOOR DECK or homeowner shall emplo� the services of a registered Florida geotechnical engineer to 327" x I&" PARALLAM it the subject site le, suitable to support the proposed structure, GeotechnIcal engineer 3/411 T4G FLOOR DECK as delegated engineer and shall perform subsurface investigations in pursuit Of data 3-51' x 16" PARALLAM FLOOR TRUSS WAW-xER BY TRUSS ENGINEER s over 4 Courses tall require special attention to bracing during construction. Contact HTTI& AT 60" O.C.FROM PARALLAM TO EXISTING MASONRY WALL. Ix8 PT PLATE OVER 2xS �F record if this condition exists. PT PLATE (BEYOND) �ol Cracking in the slab, cut I" deep saw cuts In a IE>' x IE>' grid throughout the slab within 12 IxS FT PLATE OVER 2x8 -oncrete placement. PT PLATE NEW MASONRY FIER(5EY( scale Footing dimensions and locations From the Foundation Plan. Do not determine footing EXISTING MASONRY WALL 2xS FT PLATE CONNECTEC ,om architectural plans or Framing Plan. If footing size or location is not determinate from EXISTING MASONRY WALL 1/211 x 6" EM15ED EPDXIED sndation Plan alone, contact the engineer or record. THREAD AND 211 DIA WA-0,14 i StronQ-Tle Acrqllc Tie (REPORT ER-51431) shall be used in all drilled and epiOX18d AT 3211 ON CENTER. is to Concrete. Anchor bolt, threaded or doweled reinforcing steel must be embedded to PROVIDE 3/41, GAP 5ETWE 'led depth, in a hole drilled 111(ol' greater than the diameter of the anchor. Manufacturer's FLOOR TRUSS AND PT PL,ii lone, must be followed for proper installation. ON EXISTING WALL. CONNI FLOOR TWSS TO PT PLAT �5ECTJC)N 5ECTION WITH SIMPSON HTC4. 3/4" 3/411 a 11-011 EXISTING MASONRY WALL �j 1:1,�,g sisal-is z TJ fP WJ it i N NK� 'IM I 1,,l,��,- � 11-�I - '., "'. , e,� . ,l ,, , , , I i -�1, ,,, .I ��*. .- I . � I -1 I.,� 1",� I ,,,�,, , , I � I 11 I- � � "k,7�,�, , � - I, , ,-I-3 -,,- � -" I I I " - - - . 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I : 1, ill's 'M 4 iL 51`11`�l I 20'1 ............ �7' 1.00;54 Fm uj(s ciresda� 4ueuet 10, 2004 ELECTFZICAL FLAN lhi IN 0 -20 V(sr 5.clwcj 4 Robert TZ tommommi III-I 3 , piI p"mommomm"I 'll A T 7 i4 Y� �l "��q�4 "vj A 1V C4 C4 7 I F J�l WIRING CAL' 4LL ELECTRI TO 5E IN 4cc:op,:),4NcE C4 PR VIDE WITH '02 NEC C) LT CIRC ARC-F,4U IT INTERRUPTORS IN 4LL C4 T 5EIDROOMS FERI 12 ARTICLE 210- ELECTRICAL SC-IEDULE 4 4 SINGLE—POLE SWIT�'H r 3—WAY SWITCH L 2 DUPLEX OUTLET GRND FAULT OUTLL, T cl, CR WEATHERPROOF O�JTLET GF17WP SWITCHED OUTLET 6 1 1 b SPECIAL 220v. OU TLET 2? 220v OUTLET 0 T -1 &ECONE:) f=L00f;R ELECTIRICAL FLAN F, THERMOSTA T.V. OUTLET 1/4 1 -0 TELEPHONE OUTL 707 DBL FLOODLIGHT EXHAUST FAN EXHAUST FAN w� LIGHT SURFACE MOUNT�'D LIGHT t RECESSED LIGHT FLOOD LIGHTS ABOVE PORCH CEILING WALL MOUNTED �IGHT Flo] FLOURESCENT 'FIXTURE DISCONNECT Q JUNCTION BOX an CLG FAN PREWI�E n Fan/Light CLG FAN w/LIG T PREWIRE 4 4 4 4 1 2 SMOKE DETECTO� 1111- - — — — — — !14 ELECTRICAL METER ELECTRIC PANEL 2 2 2 uNor=R r_Al5I*T LIC-sWTING 2 2 2 14 4 4 Alk 2 _j v 2 4 4 �j ail 0 F= IfR,5T FL00fR ELECTfRIGAL FLAN 1/4 4� ---------- ----------------- ------- THIS DOCUMENT ISAN INSTRUMIEENT OF DESIGN CRITERIAAND LQAPS ARCHITIIEECT'S SERVICIE FOR OTHERS FOR CON- W/145 TO PORCH BEAM AND HUSl2ro AT LEDGER euilding Code STRUCTION OF f=ROJECT 2x(o' No. 2 6YF RAFTERS AT 24" O.0 AS TITLEr:> BELOW. 2001 Florida Building Code Code for Design Loads INFORMATIONS DERIVEr. ANSI/ASC-E 1-135 FROM TH15 INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS Roof Loading (Cd 1.25) AUTH0RIZr=r_> EBY THIEF Ewe Top Chord ID-sad Load I per ARCHITECT LUITHOUT Top Chord Live Load 20 per INFRINGEMENT OF LEGAL Bottom Cbord Dead Load 5 per RIGPTS. Bottom Chord Live Load 10 per 15ALLOON FRAME END WALL UJ/2x,& No. 2 5f=F AT Iro O.C. Floor Loading (CCI= 1.00) 1 Top Chord Dead Load 10 per 2 EZ 1Z EZ Top Chord Live Load 50 Per Bottom Chord Dead Load 5 pelf 3 Bottom Chord Live Load 0 psr 4 j(2nx&-i/2 1(2)2x-&.1/7271 - -L — L r Wind Loadina (CCI X troo) ASCE 1-c35, 39 Gust 120 MPH Exposure Categor� C ..... 5TUE) HARDWARE importance Factor 10 R 0 B E R T 5ullcline Cateciorw if FZ CONNECT EVERY HEADER KIWx AND Partiall� Enclosed G R A Y EVERY OTHER STUD TO TOP PLATE W/ iz Interior Pressure CoeFf 0.55 C T SPH4 W100)" AND TO 13EAM 5ELOW c4c Deql!an Pressures (see table 1) A R C H I T E WITH CSI& AND (20,MOci. P.O. BOX 50336 Jacksonville Beach, TA15LE I COMPONENT AND CLAPPIN 1Z DE51GN FRE55URES Florida — 32240 zone Interior Zone End Zone TEL. 904.241.0700 obignatior (Pbf) (P&F) U4 Efl ac lye FAX 904.339.0069 wind Area 0 - 20 eq. ft. +45 -51 +46 -60 STRUCTURAL ENGGINEER. 5WI Consulting Inc. iz F15PE CA No. S336 21 - 50 sq.Ft. +4ro -4C3 +4ro -5-1 PO 5ox 51604, Jacksonville 5each,FL, 32240 n4e-8413 51 - 100 6q.ft, +43 -4a +43 -E-)2 (SO4 5WICon5ultifle*561 Isouthnot 101 - 200 sq,ft. +42 -45 +4�1 -45 T44ESE STRUCTURAL DR-,UUIW_%6 I I uxtim PREPAIWED FOR THE 0 cONSTRUCTION OF THE PROJECT 0 ROOF 5HEATHING SEE FRAMING PLAN- IZ=INTERIOR ZONE, EZ;; END ZONE DESCRIBED N THIS TITLE BLOCK WALL 5HEATHIN(St AND ARE INTENDED FOR USE BY A LICENSED CONTRACTOR.00 C4 TH $6 AT 4" O.C. ON EDGE NOT PERMIT CONSTRi.1-CTION 111ioll 0515 WITH eld AT 3" O.C. ON EDG IN FIELD. AND roll O.C. IN FIELD. TH15 STRUCTURE 15 LOCATED IN THE WIND WITH THESE PLANS BY AN OUNER-ISUILDER OR OTHER 5ORNE QE5RI5 SEGI AND HAS 5EEN LNLICENSSD BUILDER lu DESIGNED ASA FARTIALLY ENCLOSED IAI STRUCTURE. AS SUCH THE GYPSUM CEILING 1Z MAY NOT 5E USED AS TRU56 50TTOM CHORE") BRACING. REFER TO TRUSS DESIGN DRAWINGS FOR 5RACING LOCATIONS. ACCEPT,45LE METHODS CA IINCLUDE 1x4 SFF RAT-RUN6 W/(2) 10cl CO ON IN EACH TRU56 OR SIMPSON TS52-24 W/(2) 10dxl-1/2" IN EACH TRUSS. 1Z 1(2nx(o-112 iz LEC-3ENI) AND FIRAMINGz NOTE51. INTERIOR 15,EARIWs WALL 1(2)2,8-1/2 HF=ADER FRAMING 1(2)2x(,,-1/2 HEADER/15EAM CALL-OUT EZ NUM5ER OF:KIWs STUDS EACH SIDE OF OPENING NLIM15ER OF JACK 6TUDS EACH 51DE OF OPENING SIZE OF: HEADER MATERIAL (NO. 2 SYP) 1(2)2xr.-1/2 F 1/2 NUM5ER OF PLIES IN HEADER t ALL HEADER JACKS AND KIW_2S SHALL 5E FASTENED TO 1Z 1Z 1Z 1Z EACH OTHER WITH o IF IBUTT JOINT IN PLATE OCCURS OVER HEADER, CONNECT D5L L — — — — — — — — — — — — — —— — — — -- — — — — — — — — — — — — — — — — — — - TOP PLATE TO HEADER UJIT14 SPH4/6 Wfflo)e�d EACH SIDE Or- C) BUTT JOINT. o IF HEADER NOT SPECIFIED, CONTACT ENGINEER Or- RECORI-_> aAl I nnN ;=;;LpAME ;=Nr� WALL W/2x& No. 2 SPEAT I& OFFICE TITLE 5 �4EET 1 DUVAL COUNTY, FL INDEX OF SHEETS, STRUCTURE HEIGHT AND NUM5ER OF WIND ZONE INFORMATIO Code Conformance Review T1 SITE PLAN AND TITLE SHEET STORIES, REFER TO THE STRUCTURAL DRAWINGS FOR Florida Building Code 2001 Edition A] TITLE SHEET, 4 FLOOR PLAN MAXIMUM HEIGHT OF STRUCTURE - 2-l'-2" THE UND ZONE INFORMATION. Occupancy Classification (per 305.1): Business- Group B A2 ELEVATIONS NUM5ER OF STORIES - TLUO A3 ROOF f=LAN, SECTION 4 DETAILS 5TI STRUCTURAL PLANS AND DETAILS Construction Type(Table 600): Type VI, Unprotected &Unspri ME] MECHANICAL 4 ELECTRICAL PLAN5 CONTACT INFORMATION; CONSTRUCTION TYPE; TYPE VI (UNf=ROTECTED, UNSPRIN<LERED) Occupant Load and Means of Egress - Section 1003 L15T OF ATTAC�4MENTS, 5UILDER: 1, ENERGY CALCULATIONS TO 5E CHOSEN Table 1003.1 Gross Sq. Ft. Area perOccupant Lo� Af=f=LICA5LE CODE 2, TRU56 ENGINEERING Business 2088 net Sq. Ft. 100 21 FLORIDA 5UILDING CODE 2001 EDITiON ARCHITECT: R05ERT UJ. GRAY, III Total Occupant Load 34 FL AR No. 15364 AREA T,45ULATi0N (IB04)241-0100 Arrangement & Number of Exits - Section 1004 PROJECT SCOFIE: Table 1004 TWO-5TORYALTERATION AND ADDITION TO FIR6T FLOORA/C- STRUCTURAL ENGINEER- Max. Travel Distance to Exit 200 ft. AN EX15TING ONE-$TORY MASONRY 5ECOND FLOOR A/C:- 10al 5P, 5.UJ.1. Consultine, Inc. Max. Dead End Corridor 20 ft. 5UILDING TOTAL A/C- 2060 6'F' F.5.F.E, Ca. No. e33a I Door Exit Width Req'd 21 x .2 =4.2 Inches (providing LUARREN V. CARRIGAN 111, FI.E. Ci 0 ci-a 3 .1.3 Accessible Buildings-Exception I - Elevator not required PROJE T LOCATION: OVERED PORCH- 213 F. building is EAST SIDE OF MAYFORT ROAD TOTAL UNC)ER ROOF; 2301 S.F. GENERAL NOTE PLUMBING CALCULATIONS - FPC 403.2 1. CONTINUOUS GRA6FA5LE HANDRAIL <\ PER SECTION 1001.5 SEPERATE FACILITIES EXCEPTIONS: 4. SEPERATE FACILITIES SHALL NOT BE REQUIRED IN BUSINI \> </ OCCUPANCIES WITH A TOTAL FLOOR AREA OF 3000 SQUARE Al 2, PROVIDE (2) LAYERS OF TYPE "X" DRYWALL AT UNDERSIDE OF STAIR STRINGERS 4 FACE OF RISERS, -------- 100' FROPERTT' LINE I - 011 1 - 011 21 - 011 12 5 _ all 4M. Ej 00000 00000 00000 00000 00000 C;RU5HED Llt-IE5TONE ....... LW 9! 7 Ll CONVRETE DRIVE Cr C:FRIJ5�4ED L11"IE6TONE 0, Rif - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — IS.Ie' FROFERTT' LINE R-30 5ATT INSULATION V-rol MIN STANDING SEAM MTL THIS IS AREA TO BE USED FC ROOFING OVER LIGHT STORAGE AND AIR WAI 300 FELT OVER SHEATHING OVER FRE-ENG WD TRUSSES 624" OC 12 INSULATION 5AFFLE 5ETLUEEN EA TRUSS SEE STRUCTURAL (2) 2x PLATE 02 SYP --CONTINUOUS 2x 5LOCKING ALUMINUM DRIP OVER Ix4 TRIM OVER Ixa FASCIA OVER 2xro 6U5-F,45CIA ix(o TRIM (-SOFFIT) 3"W. CONT, SOFFIT VENT 1/21 6sYP Ix& TRIM (SOFFIT) R-IIAS 5ATT NSUL- 1/411 r -011 2x4 FRIEZE (TYP) HORZ. LAF` 51DING OVER VAPOR 5ARRIER OVER SHEATHING OVER 2x SPF STUD5 'm I(o" OC 3/4' T4G FLYLUD GLUEr�) 4 SCRELUED OVER PRE-ENG THESE NOTES WERE INCLUDED ON THE FIRST SUBMISSION. WD FLR SYSTEM I SUSPECT T44AT THE PLAN REVIEWER DID NOT SEE THIS DRALUING. -------- REFER TO SECTION Z ON S14EET STI FOR )Zj 1z CONECTION DETAILS BY STRUCTURAL ENGINEER, ALSO PROVIDED ON FIRST SUBMISSION. 1/2' GYP 5RZ) R-11/le 5ATT IN5UL 4:12 HORZ. LAP SC)ING OVER VAPOR 5ARRIER OVER 6HEATHING OVER Al 2x 5P'F 6TUD6 'm 16" OC d) -2x PLATE 02 SYP -'Z' FLASHING TOP OF-WALL (Ist LEVEL) Al NEW 1/2' GYP 5RP ON FURRIW3 STRIPS EXISTING 5LOCK WALL 4 4 4* 4 4 EXISTIWG FOLINDATION WALL 5ECTION. .......... -------- V411 ELECTIzZCAL FLAN5 z qp 2OX20 2040 2040 2040 z WDIAM. 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I I � t - m � . . �� i I I I I : A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE . I I " � �k � I' I I I I ,:,, : : : I I I I I i , I , . I � I ! � -i I I I I L I I , I I - I.. _`!I i � I � I ,, I I I � It � - I � I I .- t I I :j � � �I, I ! I ,� , IF: ' l I 1 29 EAST, ALSO BEING A PORTION OF LOTS 8 AND 9, BLOCK 19 ACCORDING TO w .� I�,�:k� I ., - I I I � : I .., I : i:i i I I . I I t 4 I I I I I � � I ; I I 1 I t I > - 11 . I I 1, � I I . -';_q; �� [ ,� I, 1 . � I I I I ii�:� � ! I I I � I � I : � " : . i I � l: : 1 1 THE PLAT OF DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19, PAGE 16 OF a -,l: -"'-�y_ � i11 I '' 1 : I 1 � 1 I i i, � ,�, 4 : . — I I I � l I I � p � I ", .t , I I 6 ,� ;, .I� i I I I i I � - �1l,�_t.�� I I r i": I', I 1 � . 1 11 I 11 COUNTY, FLORIDA. BEING MORE I .�;_ � .4 1 1 i� 1, - I 1 1 1 1 i I a < . i,j � I I 1, 1 : I i: : 5 1 I , I I � � I I I I I -,�� I ,� l Ill! I I � l I ��_ � .1 I �� I: il - ! I tit 1 : . . , , .1 I � I I I 11 I . I 1L � PARTICULARLY DESCRIBED AS FOLLOWS: . � , �� F I , : ''I ' I I I I I III -1 I _��,,,, I I I I I I I in 0- , I . i I I I I � I I ,;:� ��:"-- t I : i:� I � L L i ! I ., _1 I � . I I � , i I I �� l t, I I I I I I i I I " - I I ;I I I I: t � I '. 1, I ! 1 , I 1: ! =) . '. -1k. I i - ,' I iiil, � I � : 4 I FOR A POINT OF REFERENCE COMMENCE AT THE NORTHEAST CORNER OF SAID -1 .. . '_i I j: 1 1 , , ,: 1 1 � , I ,� i 4 I'l : I I ; z , I I i i � I I OD , I I I I ,I I : A- I 1 I !: � . I I I : I . I . I I -1 I � � , 1 I!!'I I: 1 I � I I t � 1 . � 0 (n ,,;- - :�L, , I I . I �, ,; Ii k I I I t � I , I t � � � I LOT 9. BLOCK 19, SAID POINT ALSO BEING THE NORTHWEST CORNER OF LOT 12, � "I ,� 1� Z. . I I : . I I -M I I I I 1� I I I Iii - 1'�,� , I : : I - 1 �e 1 . , -'� I It � � ! I ii I i I "A i : I - I I .1 I I, I 1: I �, i � ! I 2 ill I : � Il ACCORDING TO THE PLAT OF E.H. DONNER'S SUBDIVISION AS RECORDED IN 111I I �t�4 li� l - I : �It , � I i � - � , : I [ e � : I' 1�, I : � I i �� k I -�.., � I � I 1 1 !:I: I t ; ! 11 - I . ,I I � � I!, I I I : � I ! � I f i PLAT BOOK 8, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL 46 R' S R E P L A 7 - 0 00 .t ;iA 11 � � i , ,,, I : i 1 1 1 � I I � = �� , ..I,k��' . _ I 1:1 1:1 I ' It . -'_ __ _j . i , �-,. i I : I I I . I -- - I �� , ; I i I P L A T B -0 0 K 1 '9, - I I I ; I Ill 1, : I I � �I � � -� . � I I - I i I �� I i i 1� i� COUNTY; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID LOT 9, &I - 'A I t ! � I I 1:�1 ; � P- "T,- E 1 . -��, ;-`I 11 III �! : t - - — -___ -11 - - _ _ I - -7r--c>-- - . ,1:12 1_� . ___ - , � -1, - - .� . , J � I I , �, 1 1 1 ��:, : : -_ I OF" I_5a.52_7FEET_-M - 1iI uj m . I � I . I ! I I : . ---— - �! ;,! I , � -1 1 t- I I i . � I Bli i9i, A 15f ____��__'_ _ - -THE POINT OF BEGINNING; THENCE I ; I I -- � �k,if t I i � � 1 §TA �, ! I I I I � 11 I -_ _NS- - �. I., I I I - � I 1, - I : I � k I �� , ,,,IN I I 1 �i 11 � 'I kil : 1 : SOUTHERLY PARALLEL k_Wffi-I THE EASTERLY LINE OF SAID LOT 9, BLOCK 19, A A _ ., _,'. t I II I : I : I I I - - _ _ I I; 1, , I � I : I I � � , � I 11 I I , , _ � �!, I � III � . - z I ,�,Z;!,'� �� ! 11 III I � I � � % I ! : �� i I I I I I I . , I I . l 1"I: I I I I lli I � I� I i I l I t I DISTANCE OF 50.00 FEET; THENCE WESTERLY PARALLEL NTH THE NORTHERLY I �- . , W I I I I � �� , � � . � . i I I� k I I I I l I I Z 11I I - i I 1 1 1 - I : , .::ll, , � i � '' : ii I 11 '' 1 : � � ll : I , . I I � k I _1� I . . I, I . ,I I 1 l I :� ' : LINE OF SAID LOT 9, BLOCK 19, A DISTANCE OF 1115.79 FEET TO THE EASTERLY v I . � I ;I I � �� : - I ', k i , � �!" i, I "'k o< I � � ,,I IFI 1 I,�� I I � ,� ; � , 11, I - I . 1 I I ! . 4- LOT 9 1 �:_�� 1 ,� I :I I I i I � ! j I ': I � � M i RIGHT OF WAY OF MAYPORT ROAD (A 100 FOOT RIGHT OF WAY AS NOW , I li : I I � i -� I'! I � l:� I I : . I - I I I I I I I I I � ; I LOT 7 a _j � �� _.,�� . . [ I . BLOCK 21 �. : i I I II::1 I I I I , � � -�A I I I I l! I I 1 I t � I I ESTABLISHED); THENCE NORTHEASTERLY ALONG 'SAID MAYPORT ROAD ALONG :., , ��z I . � I I I I I t � 1; I ,I �I I� �I � I BLOCK 21 -COL. , ,� 2 ;I 1 iI j , I I � � � I I : 11 I � I : � 11: 1 I III: I �i I I , ; I I I l � . .- � ! I I l�1: I �, ,,, : I I ; � � L I � I , I I I I F � � I . 1 4'x4' 'k,"I., t 1 1 , ; ! :I I I : I ; � i , � � . I I , I N � i . i � I ,, I ! r I FOUND I I-!,- 11 I I l k I ET AND A CHORD DIs*rANCE OF 52.46 FEET TO THE NAIL AND � CONCRETE - , � 1 r ;: : 11 T: I I ii � ; , 11 I AN ARC LENGTH OF 52.46 FE . I ,F-,,-___1 I I � _�x �I " I I I I ; � '; ; � � MONUMENT ,� , - . � t I I I zI 1: 1 I � L I �, , � J: � DISV Lj _�� I I r � I I I I I I I , I I I NO METAL - . I I � I I � � � I : � ! it . US 5488 sta7e" � . � � :I t ,� I!. I I A I NORTHERLY LINE OF SAID LOT 9. BLOCK 19; THENCE EASTERLY ALONG LAST � ��11 I : i '' � I �; !!1, � I I I I. " I .. ."� � ; I I - s i :1 1 , I : ,, I I .. i I I i 111, I I I ! i 1! it � I � I ! SAID NORTHERLY LINE, A DISTANCE OF 100.00 FEET TO THE POIN 1-1 . ":. ! ,I ,, A I T OF BEGINNING. . _,1 I I I;i I I!t 1 , I I t z :1 1 : � I � I . ,�.`* I �I I I I t Ft i � 2111111M - �!r I ij, ! L � . I �� " 4*I 1 I � :j I I . I I ill: : I , t I j I : I 1 L ��,� � I I � 1.i. Y.;;,,,-� I I t i 1 �I I I I I i I ; � I : I � 10 �",-,:".,I,, i I �� I I i l I L I ! CONCRETE - 1, I I I �, ji� I - I 1 1 � I : MONUMENT . I I.:�_'. . �i �; : � ! I ., I I l 1 � CONTAINING 0.12 ACRES MORE OR LESS. 1/2" �� 44 ',I l � ii p 1 I I i I I I I I . I I , � I L � I I 1'1:1:1, : I i, IF � I . I I � I I I I� I I � � I I 11 I ii � I I 1 I 1 1 1 I i ,��I I - - 1,�1,;, . T 1 I;i:1, 11 I I I I : � . i I � I ,. ,11�, �%,,,,'. : I , I DURDEN P_ ft ,?. - "z, -:;p I � 1; � I 1 � � I - I I I I I I I � � LEGAL DESCRIPTION PREPARED BY ASSOCIATED SURVEYORS, INC. 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I I I I I - - - - - - - - I I I ,� I ), I ,, I ,I I I 11 � I I � � , � � I I I , , � ,, �. I. I I I I I I I I� I ". I � I . ; . ,I . � I I I I I � I I,I I I , ,. . I I . I I I . I I I I I I I I � � . . . . . . . . . . . . . . . . I . . . . . � I � I 1 I I �' I ,� . I I I . I .1 � I I I . I I e 1, � I 11 �' ( - I If' -- - . 1�yjyq A yw 11 ,�'' �I TH15 DOCUMENT 15 ,4N - IN5TRUMENT OF r� (o.1'E!I'00 Fm I �' 4IRCHITIEECT'S SEFRVICE I '� FOR OTHERS FOR C-ON- Wedriee(da� Aueu5t 15, 2004 "I STRUCTION OF PROJECT 04-20 Ver E�.bwe !� "' AS TITLED BELOW. I Ii INFORM,4TIONS DERIVE � Robert I T"`�FICAL 5AT�4f;;,'00r-1 , FROM TH15 INSTRUMENT I CAN NOT 5E USED FOR I 'I ,5T,4lfR CALCULATIONS �TAIR C)I,4r-:;R,4t"1 1� TOILET ROOM NOTES � OTHER WOf;;PJ<S UNLESS I' .4UTHORIZIEED 15`1' THE I '''; SIDE GRAI5 eAR 16 42" AND REAR GRA15 15 FLORIDA 5UILDING CODE 1001.3.1 1 IT FLCOR T0 2NZ'.) FLOOR el- 5 -1/all 4fRCHITECT WITHOUT , I,'fl 24" MOUNTED AT 2'-10" AFF TO CENTER IN ONE AND TWO FAMILY DWELLINGS 0NVERTE[:) T0 INCHES 113 -1/all INFRING;EMENT OF LEC-;,4L I I i AND WITHIN DWELLING UNITS, TRE,4t;)5 OTAL NUt'I'15ER OF RISERS 1(0 RIGHT5. �' 1i DIAMETER OF rzRAE3 5,41R SHALL 5E AND R16ERS SHELL PERMITTED To 5E Yf=ICAL RISER HGT, 'I '�/1(0 11 E\/ DE6C:RIf=TION , I 5ETWEEN 1.25 INCHES AND 1.5 INCHES ,. I I 60 PROPORTIONED THAT THE SUM OF EAD DEf=TH 10, I � I I i I� � WITHA SPACE OF I.5INCHE5 5ETWEEN TWO R16ER& AND A TREAD, EXCLU61VE '1�51NG 3/411 , ''I THE GRA5 5,41RAND WALL. INSTALL Of= N06INC:�, 16 NOT LESS THAN 24 INCHE6 -- 2 I", 5LOC<ING 5EHIND GW5 TO RECEIVE -V-- . 11 � 3 '. I I � GR,45 5AR. NOR MORE THAN 25 INCHES.THE HEIGHT I � �I I ! � . TOILET AC,C,r=860R'i- SC�4r �' i� OF THE R15ER6 SHALL NOT EXCEED, -t ; 4 1 EDULI-E '�"' THE STRUCTURAL STRENGTH OF THE GRA5 -A I 3/4", AND TREADS, EXCLUSIVE OF � - . I "�' r-114f;;Z< MC)UNTINr-z HEIGH�T 5AR SHALL MEET THE FOLLOWING: N06ING, SHALL NOT 5E LE65 THAT V 1/211 ( to )/-.- 11/41 /e'---N I I �I �iE t- ' - - t TA-1 MIRROR 36"x36" 1) 5ENDING STRESS INDUCED 51' MAX WIDE. EVERY TREAD LE56 THAN 10 ( I - .....�."N' '....'..... TA-2 TOWEL DISPENSER ABOVE LAVATORY BENDING MOMENT FROM AFf=LfCATfON INCHE6 WIDE 6HALL �HAvE A NOSIN<:�;' OF, I', - TA-3 GRAB BAR - 36" OF 250 L5F &HALL 5E LE55 THAN THE EFFECTIVE PROJECTION, OF 11 11 1/4" � . TA-4 GRAB BAR - 42" � ALLOW,45LE SHEAR 6TRE66 FOR THE Af=,PROXIMATELY I INCH OvEfR THE MATERIAL OF THE GRA5 5AR, LEVE IMMEDIATELY 5ELOW THAT . ---� �� E I TREAD. � I ................. I I o 2) 5HEAR STRESS INDUCED IN THE GRA5 �� - 15AR 5Y THE APPLICATION OF L5F I i P.O. BOX 50336 1 � I Jacksonville Beach, SHALL RE LES& THAN THE ALLOWA5LE � Florida - 32240 1 ) 6HEAR 6TRE65 FOR THE MATERIAL OF I I THE GRAe eAR. I TEL. 904.241.0700 G;'T'f=,SUt-1 WALL5014f;;�� FAX 904.339.0069 1 � 1� 3) SHEAR FORCE INDUCED IN .4 FASTENER I j; � OR MOUNTING DEVICE FROM THE Af=I=Ll- :1 1. C,4TION OF 250 L5F SH,4LL 5E LESS T44N � � I i THE ALLOWA5LE LATERAL LOAD& OF I �f EITHER THE FASTENER OR THE MOUNTING I i! , DEVICE OR THE SUf=f='ORTING STRUCTURE. ( 20'-�i� i 11 , 11 � I IT,4-3i to" Cj I '' (31-01, to, --- ) 1. v-ot, ( — 11 ( . + --�ti I T,4-41 � F -011 )I( ; I 1 �7 1�' F I I I I I I I I = I +- I I I WAR I -1 ' I t, I I 0 0 ' I I ,-- -< [a IIN-N-NNII 1 L6 -5 - , -W- 'L'�"?�'." ��"� 1":11.'. 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I &'PLUMBING WALL 11 1-� � 11 .,\ I I 11 30 � e- ro' PLUMBING WALL I- . 1. () 11 ..... ----� E---4 PARTITIONS 1 -71 �4 1 I - m = � i �-� P4 L(-� �?'- , - - � It i --- TIE INTO EXISTING PLUMBING I -1 I If 13 i ), I -� -e!� I FILE 0) I. L�� I�' u. --> LINE IN THIS AREA 0 L( �� :: � I . 11 17 JSTCRAG�E ! I , b IN-4 1 El � � ]�� F- - - - - - - - - - - - C,4Rf=ET b = �' I I 4 41-011 , 1 �- IIN.W04 = E-4 �() I co -- -1 - IL I - - (z �mNNII T--NI --!!� - I -1 Zp I- I r- ! � - - � 1z t- � 11 =. -1 I i CONFERENCE . w - �- WATER FOUNTA i - - - I -----�L. Ip = I I I I I I � \� w III-CLOSET I It ; I 1`-1,4FD R(Dnm I I Lu -1 ; - -, I ; i E DRAWN RWG ! DOWN --> I ON . I i I - 2'-6" 1 CLEAR � 0) i = .. O' C-LG. ILI t- - - I ) FLOOR I � (�- r I SPACE I [ �� 11 I I I I I I I 11 ! I I It 11 - - . - -- p-&N I = 11 . . I I - I m &A 2!� T I 1, = L I . .. I I 11 = = SCALE I I I In � 11 . \!) I I (� ! 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I I I � I I I I I I I . I I � RIE�DESC_,;Ri i � �� I � I� ' --I -1 e _1 I I ,F--1,',�---"11'��'-- , =[,__ I � - [I] e�::� I � I I I I i I I I L I I I I � 'L I . j I L � � L � � I I I I I I I � L I � I I I � I,� - 11 �i r . � 4 11 .I � �1, . I k I I I � I I I I I � I I - I I I � I r I I I I I I I � � I I I I I I . � I I I I I I I I I I . I L I I I I � I I I I I I I I I TH16 DOCUMENT 15 AN IN5TF,UMENT OF 4:32-,52 FM 4fRCHITECT'S SERVICE CO [DE ANAL `� 515 FOR OTHERS FOR CON- Tu(-356a� Nc\/emb(sr 30, 2004 STRUCTION OF PROJECT ...... ......................... -------- ----------- AS TITLED 5ELOW. 04-20 Ver 5.6we INFORMATIONS, DERIVE OFFICE FROM TH15 INSTRUMENT TITLE 5 �4EET CAN NOT 5E USED FOR DUVAL COUNTY, FL OTHER WOFK6 UNLESS INDEX OF 5�4EET5: STRUCTURE 1-4EIG�4T AND NUM5EfR OF WIND ZONE INFORMATIO 4UTHOP-1ZED e"r THE Code Conformance Review 4F-CHITECT WITHOUT TI 61TE PLAN AN['.) TITLE 5HEET 5TORIE5 REFER To THE STRUCTURAL 1;)RAWING6 FOR Florida Building Code 2001 Edition INFRINGEMENT OF LEGAL Al TITLE eHEET, 4 FLOOR PLAN MAXIMUM HEIGHT OF 5TRUCTURE - 21'-2" THE WIND ZONE INFORMATION. i Occupancy Classification (per 305.1): Business- Group B A2 - ELEvATION6 NUM5ER OF 5TORIE6 - TWO A3 - ROOF PLAN, SECTION 4 DETAIL5 Ev D;�5C:RIFTION STI STRUCTURAL PLAN6 AND DETAIL5 i Construction Type (Table 600)- Type VI, Unprotected & Unsprinklered MEI MECHANICAL 4 ELECTRICAL PLAN5 CON.5TRUCTION TYPE: GO�TACT INFORMATION-. LfZ�7 T'T'f='E VI (UNPROTECTED, UN5FRIN<LERED) Occupant Load and Means of Egress - Section 1003 2 L15T OF ATTAGHMENT5; 5UILF-)ER: 1. ENERGY GALCULATION5 TO 5E GH06EN Table 1003.1 Gross Sq. Ft. Area perOccupant Load APPLIGA15LE CODE: 2. TRU66 ENGINEERING Business 2088 net Sq. Ft. 100 21 4 FLORIDA E�UILDING CODE 2001 EDITION AR�HITEC;T: F,CtERT W. GRAY, I I I Total Occupant Load 34 F L 4R No. 15304 AIREA T,45ULATION Arrangement & Number of Exits - Section 1004 (904)241-0-100 Table 1004 PROJECT SCOFE: FIRST FLOORA/C: 1001 &.F. R 0 B E R T TWO-STORY ALTERATION AND ADDITION To 6Tf�UCTURAL ENGINEER, Max. Travel Distance to Exit 200 ft. G R - A Y 14N EX15TING ONE-5TORY MA50NR*T' SECOND FLOOR A/C:-- 1051 S.F. 5'W'1. consultine, Inc. Max. Dead End Corridor 20 ft. 51JILDING F,5,P.E. Ca. No, 933a i Door Exit Width Req'd 21 x .2 4.2 Inches (providing 72 inches) A R C H I T E C T TOTAL A/C- 2050 S.F. WARREN V. CARRIGAN 111, f=.E. ................ (1304)241.�-a413 11-4.1.3 Accessible Buildings - I - Elevator not required COVERED PORCH: 213 S.F. P.O. BOX 50336 This building is less than 3 stories and less than 3000 sf per story Jacksonville Beach, PROJECT LOCATION- E,46T 5IDE OF MA) PORT ROAD TOTAL UNDER ROOF: 2301 5F. Florida — 32240 TEL. 904.241.0700 FAX 904.339.0069 PLUMBING CALCULATIONS - FPC 403.2 SEPERATE FACILITIES EXCEPTIONS: 4. SEPERATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS & MERCANTILE I OCCUPANCIES WITH A TOTAL FLOOR AREA OF 3000 SQUARE FEET OR LESS. 100' f=R0f=ERTY LINE 121 � 011 21 - 011 JAL LI (OZ) LJ 00000 00000 00000 00000 00000 CRU5HED LIME&TONE ......... FX 7 LF===3 No, IOWA LU w �n4 cc Q) ID DRAWN FUrz CHECKED RLLG - ----- ------ -SCALE DATE . ..... 5/11/04 CONCRETE EDRIVE J015 NO. 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I � I I I - I - I I I I I I I � - I I I -I I I I � I I I - I I I I I � 11- I I I I I I I I I I I I � I I I I I I I �I I - - I I I I I I � I I � I , I I � I � �I I I I I I I I I I I I I � I I 11 - I I I � - I I I I I . � I I I I I I I I , I - I I W_��_�1�_,,�____-1_,_---__1_- I I I I I I I I . 11 I I �I I - I I I � I I � � I I -I �, , I I I I I I --A. � I - I I --1_______.-22-3,-�-_L--_-_--z!___z_-__-------------�_1-��---L-.,.---�------",----:If�- ---.--1_----1�_��_,11__�__,�______,�__�O____�!�_ -__-,__-_.�,.--___-jn--11� _�=-_--_-__-_-_-z-__L�__11,�-111,-�----__ �-�-r_-,- _;___ -_,__,_�;-��-:'_._,,______..,---,:_1-------1--_----1---1--_:�-��1--L-------��!:_--,-r��--_-__-_:_�_-.____�_____- -1_1__-_1'�'_-�__!_��._�_=�_____-__�__-_,-,_ -_-____��-�,.--1- _-L__�=,_-,--"-.--______-___-�.-____I--1-___�_-�__----------___-----__1____1---__---------��'-�-_ :1-------Z---_---__--�_ � - - �� - I � �� - � I � I -� - - - � - - -�� I - I �- - - I - � - I I � � __ - - - I I � - - - I I - I - � �- -,- -- - � - � --- � - I I I - - __ I � - __ - � - � �- � - - __ - I- - - - I I - - - - 11 I - -_ I � I I - �� -1 I - I � - -_ - I I - I I - I , � - I I I I I � I � ��____7�_____', -7� . , - �, -,��_ ,- - ,��_�,---�� _ _., �t. -� �,-� . ,- _� ____-, __-�___,-� -� .- __1�._ � .r�� ,, ,-��__ ,� --___.,-� I�,_-�_,,��_,��____�_,__�_,__ _- _ ��A_��_,� .��,f�_'_ .,� _-,- .- - . r -� - _., ,-��,__ ,�� , - �_. - _,_ ,. 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I 11 I- I -I � � I -- � � I I I .1 I � I � I 1-1 I 11 I � I --I �ft � -1�: ,I-1 I I I I y� � I, I 1,I I- - I I ,,�,,,, I I-I�I 1. ., 11-1-111, 11 1-1111,- I __ -11-� ,'I.- I -,,I "I-I ,- .- I I I - I I I � I I-,, 11 , - 1 I I I__, �,�, ,_, . _.-,_ -, I—____ 7 1, 11 -1. I � I I� :.- , -,-. I I� I. -,- - I,- I I -, I z I I 11-, I I I -� � -I I I -I ��I �, - - - � I .. 11 I� I� � �--- 1. 11 _ � I � . _�11 I � 1, I r� I I I �:1 ., I I I I t I I I I I 11 � - - -�I I. I�-� I� 1. -- I - - I - I - I - � - � I I I � I I , � I I ________________________.__�.---------------.------,--------------------,------,--------------�l--------------------I ________-------------I- I ------------,-----.-------,-------------------------------�--------,-----------,-----------------------------------------�--,--�-.------------------------- I---------------.----.-.--------�--.----------------------�--�------�----�---------------------------- I I I I I I I � I � I � � I I I I I � I � I � I . I I I . . 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I ! � �: � - � I ' I � THIS DOCUMENT 15 AN � IN5TF;;ZUMENT OF 251-61, i � I I 12ESIGN CRITERIA AND LOAPS ARCHITEC:T'S SERVICE � I 1�1 FOR OTHERS FOR CON- I � �1 Building Code STRUCTION OF PROJECT , - - - I 11 2001 Florida Building Code AS TITLED BELOW. 1 1 PORCH J�EAM TO POST; ), Code for Design Load$ INFORMATIONS DERIVEt: 1 -5;5" (2)2xlO (2)2xI0 (2)2xlC I � � � (2,MSTA24 W/(20)l0cl I ANSI/ASCE 1-S6 FROM TH15 INSTRUMENT , 7= """"�"""" =V== --7= POST To SLAB: I CAN NOT BE USED FOR I A51.16ro WI(12)lrod OR 11 HTTI& W/04AOcl. !I R-oof Loa (Cd- 1,25) 1 OTHER WORKS UNLESS -. : AUTHORIZED EB"'r THE I ,� Top Chord Dead Load I psf ,4RCHITECT LUITHOUT = 1211 WIDE x 2011 2xI2 No. 2 SYP PORCH ROOF LEDGER �I "t Top 0-ord Live Load 20 pef INFRINGEMENT OF LEGAL -1 DEEP STRIP WITH (5) 12cl AT I&" O.C. INTO SECOND Bottom Chord Dead Load 5 Per RIC_jHT$. Q FOOTING WITH FLOOR WALL FRAMING Bottom Chord Live Load 10 psF (2)05 CONT. _, P,r=\/ DIE5CRIPTION 411 SLAB W/FIMERME611 i ; "11\\\ ""� I Floor L048" (Ccl= 1,00) I I \I Top Chord Dead Load 10 PSI` 2 - - - - //I ,� / - -,- � � - T I . � Top 0-iord Live Load 50 PsF 7( 1 1 1 L �5,t", X Ir ,, i Bottom Chord Live Load 0 psf I �� // / V PARALL 4 1 1 1 /// / /I / Wind Lo (Cd a I/00) I //1, / I ,11 / I/ I / /// ASCE 1-136, 38 Gust 120 MPH / // I FLOOR TRUSS DESIGNER: Exposure Categor� C �....!A..1.I , /I / U DO NOT USE THESE EXTERIOR Importance Factor 10 / WALLS FOR TRUSS BE RIWG. / // / / � A T_ __ / / / / -1 FLOOR TI;ZUSSES HANG INTO I 5ulldin!@ Categor� 11 - 11 /I / // 11 I I/ /, ; / , PERIMETER PARALLAMS. - -4 � P4rtialIV Enclosed I - �, 11 I/ 11 �, I/ " / "� 1/1" I/ I I Interior Pressure Coeff 0_55 I I - , , / ", / / I/ / , /I /I I / C;4C Desion Pressures (see table 1) E C T I // / 1� I I / � � 11 I / = - = ......�....... . I - / // / -1 / / \0 \0 1. // / / � '// X X P.O. ,BOX 503316 , // I/ = FIRST FLOOR STRUCTURE .... . 8" 1500 psi CMU COLUMN IN Jacksonville Beach, / / a) it) / 1/�/ / // CA 'r 16 EXISTING, EXCEPT AS I (A RUNNING BOND WITH FULL BED TA5LE I COMPQNENTAND CLADDING Florida - 32240 / �i I/ NOTED TYPE M OR 6 GROUT. ALL DESIGN PRE55URE - I / �1_ /` THREE CELLS FILLED WITH zone / , / � / ///"� CONCRETE AND REINFORCED 6619natior Interior zons EnclZone TEL. 904.241.0700 111/, I // /�111 / / WITH 05 VERT. (TYP ALL) Effective (P60 (Pef) FAX 904.339.0069 / / // � // Wind Area I I X ( / I/ " � I/ // // / / ..) I 0 - 0 6q.ft. STRUCTURAL ENGINEER: / ,/ / /// 14, // // ,/// El +46 -51 +46 _(00 5WI Consulting Inc. I // // " I EXISTING FOUND TI I /, / � I ( - 50 sq,ft. +46 125FIE CA No. IB335 = /11 '// / / / ,/r ,I/ I N\1 21 1 -4lb +4ro -51 PO Box 51604, / / / / - m - Jacksonville Beach, FL, 32240 1'� 77'/ '/ / I /1 -71'- . 51 - Ice eq.ft. +43 - +43 -52 (1304 49-8413 �p / � / // 11" 45 x 24" LONG � 4a 5WIConauItIn!a0BeIIsouth.n*t It / / I I /�//, / EPDXIED roll I -_ / ///1 / /// // � / / I/ / INTO EXISTING \ I 101 - 200 sq.ft. +42 -45 +42 -41b ; THESE STPUCTURAL PIR.41111WsS / I / / / / FOOTING AT 3211 � CONNECT EACH PARALLAM � L_ _1 WERE PREPARED FOR THE // / /I / / ON CENTER, TO MASONRY COLUMN WITH I SEE FRAMING PLAN: IZz INTERIOR ZONE, EZ= END ZONE ) / // / /I / HTTI&. BEAR 5EAM ON 2xa I C-ONSTF44CTION Or-THE PIWJECT / / / I / / / I PT PLATE OVER Ix8 FT Pl_,� i d I DESCRIBED IN THIS TITLE 15LOCK / i AND AW INTENDED FOR USE IBY - / / /"/ I / // I (TYPALL) A LICENSED CONTRACTOR Do __ / / / / � // / / / // A = I IE I 11 ----Iq I __ .r, / I/ / // I/ I / / %Q = . i NOT PEF"IT OnNSTWCTION - / / /( / I/ / - x %Q i THIS STRUCTURE 15 LOCATED IN THE WIND WITH THESE PLANS BY A14 / " = -1 I x 011NER-151,111-DER OR OTHER - -7// / // // � = I 5OF;NE DE5RIS REGIO AND WAS 5EEN , / / /( / d) UNLICENSED BUILDER , / M 1111 DESIGNED AS A PARTIALLY ENCLOSED - / // I / , / (4) ,STRUCTURE. AS SUCH T�IE GYPSUM CEILING 2411 WIDE x 20" �� P --\ __ I / I DEEP STRI � // �, I/ / / I/- MAY NOT 5E USED AS TRUSS 50TTOM I I FOOTING WITH // il '// // I / _. . CHORD 5RACING. FREFER TO TRUSS I (3)S CONT. / / / / �/ / // ,a , / 11 �)i // I ///' DESIGN DRAWINGS FOR BRACING / I � 11 I,/ LOCATIONS. ACCEPTA5LE METHODS __ 1, / -- I / I / / // / �_ - � INCLUDE Ix4 SFF RAT-RUNS WI(2) 106 I I I I i / / 10103 ; COMMON IN EACH TRUSS OR 51MIOSON � - -t � 12 / I ___; i I // /I / / i / / _= - //// / I/ �, ///, - / z I I _� I t /= .ITSB2-24 W/(2) 106xl-1/2" IN EACH TRUSS. i / / - , L � I I // / / / . __� 05 x 24" LONG -7/ / / / / . I , / / / / I/ EPDXIED (P 11 / I / � / / � 13 1=1. --____ I INTO EXISTING____-�,,,1-1 I , //1 / �,��" I//// //I "I", // I/ 24" WIDE x 20" � . .. 1 4 FOOTING AT 3211 z / / 11 / ON CENTER / / � // / DEEP STRIP _j I // - / I / FOOTING WITH I I � . I I / I (3)45 CONT, .4 I � / N'�� / / / I / QL i 11 I LEG;END AND FIRAt-IING3 NOTE61. / / , / = I ___1 L x //�,/, ND I a / I/ X I X �� INTERIOR BEARING WALL I � : � / / I I/ / // ///";� = = � I I , "I / / , I / /I- / / / /� 114 f 114 � I / � / / / / / / / / / / / / ,/ // / ,// /,� /-/ / / // Cf% �� M HEADER FRAMING I 17ZI / //// // / / /-, � I �",/ // / 11/I //7' f� 1( )2x6-1/2 I- HEADER/5EAM CALL-OUT / / ,/ / / / / � - ,// 11 / 11 I/ / / I / � � I NUMBER Or-KING STUDS EACH SIDE Or- OPENING /" � / / ///,//I 1/ / /, / // / i,"� -NUMBER Or- JACK STUDS EACH SIDE Or- OPENING / / I // / / /1� I I Ll�:SIZE or- HEADER MATERIAL (NO. 2 SYP) 9:� -[7/// / // ! __� - -_ NUMBER Or- PLIES IN HEADER -0!!� -<� / I / / / di I I . - 1 L /// ///z//,./L�, / / 11111117 1 1111111111111111111 NNNL_�I. - I L 0 = 3,5" X 1611 PARALLAM *ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO 0-4 EACH OTHER WITH (6)12cl. P4 �4 -IF BUTT JOINT IN PLATE OCCURS OVER HEADER, CONNECT D5L TOP PLATE TO HEADER WITH SPI-14/6 W/00)Sd EACH SIDE OF 0 � BUTT JOINT. � , C 0_4 - -1 o IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD �4 E-4 �r. cn . I C.) P4 � ��, � , � lll_lllllll`1l _"!!� � . ; 4., 0 �� ,_4 1 1 �� ;L.4 L) p.., I I !!� I I I I I I 11 � I I � 10-A I I 0 �;i`llllllllI �4 ,..4 - FOUNDATION FLAN. 1 /4 = I - 0 -...- FlfR&T FL FfRA�IINC;; FLAN. 1 /4 - (L/") . � .!!!� = .,:� P4 �0`lllllll`l �� L) �Z) P;� 0-" E_-, E-4 i rlI,� kn 4 L) I I I ."l`1`llllllllI , WOOD FLOOF,' TfRU56 NOTE5 � Ill I �:) FOUNDATION NOTE& � FLOOR TRUSSES FABRICATED TO ACHIEVE THE FLOOR LAYOUT DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION � 0 u""'D OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. FABRICATION DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AN5I/TPIl-IlB1B5 AND 1,._4 P4 SUBMITTED TO THE ENC-41NEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. TEMPORARY BRACING DESIGN SHALL BE THE REPONS151LITY OF Co E-4 E-4 1. Concrete compressive strength for footings= 2,50 psi at 2a da�s (UNO). THE TRU55 ENGINEER AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION 15 COMPLETE. �xl....i T-llllI -e!� V) 2. Concrete Compressive strength for slab = 2,500 psi at 26 cla�s (UNO), I I 1 3, 411 reinforcing steel 03 and bigger shall be ,45TM ,46>15 grade 40 deformed bars (UNO). 4. 411 reinforcing steel shall have IBO degree bend A corners With a 2511 lap, DRAWN WVC 5, Fibermesh is an acceptable alternative and shall not require WWF. - ro, This foundation was designed For use on relatjvel� level terrain with no sudden changes in soil Conditions (either material composition or elevation)i within IE> feet of the foundation Footprint. 5hould SCALE " the contractor find that the supporting material is not relativel� homogeneous within that area or that � DATE a/20/04 - there are retaining walls or other sudden changes in elevation within the described area, Contact the J05 NO. - engineer of record for consultation prior to concrete placement. �X_1/16" 065 W15d AT 311/6" 1 - _____ __ ____ 1. EarO I Supporting foundations and slabs on grade Shall be free of organic material and cohesive -!M-------------------------------------- -111611 055 W/5d AT 311/611 2x4 No. 2 SPF STUDS AT 1611 R I soils. Compact the Fill in 12" lifts to at least 135516 of Modified Proctor Maximum Dr� Densit�, The - Contractor or homeowner shall emplo� the services of a reeisterecl F-lorfda eectechnical engineer to 2X4 No. 2 SPF STUDS AT 1611 3/411 T4G FLOOR DECK -_ confirm that the Subject site Is suitable to support the proposed structure. Geotechnical engineer 3/411 T4G FLOOR DECK 3BIl x 16" PARALLAM shall serve as delegated engineer and shall perform I subsurface investigations in pursuit of data 3B" x 16" PARALLAM BW1 I required bS (oIG15-31,000 FA,C., � 6� �**] z �� FLOOR TRUSS HAWBER BY g-Inc � .- 0 TRUSS ENGINEER f Considthi 5. Stemwalls over 4 courses tall require special atteAtion to bracing during construction. Contact HTTI& AT 6011 O.C.FROM PARALLAM :S;-� engineer of record if this condition exists. ! TO EXISTING MASONRY WALL. - - ___ . . ----_ IxS FT PLATE OVER 2xS 1b. To Control Cracking in the slab, cut I" deep saw ci�ts in a 15' x 15' grid throughout the slab within 12 Ix5 FT PLATE OVER 2x5 T . PT PLATE (BEYOND) hours of concrete placement. FT PLATE \,\ 1-4� - "_�� NEW MA50NRY FIER (BEYOND) 10. Do not scale footing dimensions and locations from the Foundation Plan. Do not determine footing EXISTING MASONRY WALL I � _� Warren V. Carrl!aan III . location from architectural plans or Framing Plan. If Footing size or location Is not determinate from 2xS PT PLATE CONNECTED TO PE No. 46W3 use of Foundation Plan alone, contact the engineer of record, \-\ ,__� EXISTING MASONRY WALL WITH 11/23/04 ORIGINAL SIGNATURE 18 RED - "\ � 1/2" x 6" EMBED EPDXIED ALL- � I , I 11, 5impson 5trone-Tle Acr�llc Tie (REPORT ER-57112ill) shall be used in all drilled and epoxied THREAD AND 211 DIA WASHER I connections to Concrete. Anchor bolt, threaded or doweled reinforcing steel must be embedded to X \\-,\ AT 3211 ON CENTER � the specified depth, in a hole drilled I11(o" greater t6an the diameter of the anchor. Manufacturer's - I \ PROVIDE 3/411 GAP BETWEEN PLAN r specifications must be followed for proper installation, I FLOOR TRUSS AND PT Ft-ATE I , 04 - 20 1 1 \�_ ON EXISTING WALL. CONNECT ,, "; ? ,/ , , .1 FLOOR TRUSS TO PT PLATE -�� I I � : � �5ECTION WITH SIMPSON HTC4. I. " ."' , I I r ,�� ,, SHEET . . . , � 1 3/411 X 11-011 I I . ,�5' ,".I-,, 11 ,/f,-. ,,I,11, / , � EXISTING MASONRY WALL 1, �'. " I I i I . I r__ � ( -3/ I ,.,/ I � , "I'll, � 11 , I I I � � 1, ST1 . I 1 ;, ; I I 11 = "111 , (:Z)- . - I _V C" (: , I Z_ \\ i I i 'I- "�" LrW=F1nfc_1'tL1_.: �:� 1_�, � Z_ \__ I r \ (: ) f � '� \ I I (: ) XQ ___ 7 1 E n] ! . �� iL I 4n. '\ \ ,� (g)�/- - "" Ij 11 I I - I I - LIZ i, I � , f -1 -4 /r1l(f /"`_,__ L I � I ="ro- - .I I- __ � I ; I : I - _j . � L I � � � I � � I r THIS DOCUMENT IN5TRUMr=NT C ESIGN CRITERIAAND LOAP-6 ARCWITEC:T'S 0 FOR OTHERS Fol 2xro No. 2 S"rF RAFTERS AT 24" O.C. W11-15 TO PORCW BEAM AND WU62ro AT LEDGER Building Code STRUCTION, OF P 2001 Florida Building Code A6 TITLED 5ELC w(DMM iMw wwi wwi Mwi MMG)MM iMw iMM MMi Mwi MMIZNM iMw iww wMi Mwi ENNOM Code for Design Loads INFORMATIONS I ANSI/ASCE -1-96 FROM THIS INSTS CAN NOT BE USE OTHER WORKS I NONE Mwii iwwmm � MwGMwiwMww wiiiiiMmwMiDom ME MM MMi wwON Root Loading (Cd 1.25) AUTHORIZEr-> I Top Chord Dead Load 1 psf 4RC:HITECT WI Top Chord Live Load 20 psf INFRINGEMENT Of Bottom 0-�rd Dead Load E, pef RIC-il-IT5. BALLOON FRAME END WALL W12xro No. 2 SPF AT Iro" O.C. Bottom 0-crcl Live Load 10 pSF REY DE6CRIf=' Floor Loading (Col= 100) 1 EZ lz 1Z EZ Top Chord Dead Load 10 POF 2 Top Chord Live Load 50 Psr Bottom Chord Dead Load 5 pef 3 1(2)2 x6-7/27 Bottom Chord Live Load 0 per 4 r- — — — — — Wind Loadinia (Cdx 1.60� ASCE 1-95, 3s Gust 120 MPH 5TULD HARDWARE Exposure Category C ..... EZ Importance Factor Iz CONNECT EVERY HEADER KIW_% AND 5ufIdIn!a Cats!@orV R 0 B E EVERY OTHER STUD TO TOP PLATE W1 Partially Enclosed SPH4 W/00)" AND TO BEAM BELOW lz G R A WITH CSIro AND (20)10cl, Interior Pressure Coeff C4C E)esl!@n Pressures (see table 01 A R C H I T ............ P.0. BOX 5 lz TA5LE L20MEONENT AND CLA122ING Jacksonville DESIGN PRESSURE Florida — Interfor Zone End zons Uj (Pbf) (PSO F 904.33(. Z 0 - 20 eq. ft. +46 +4a _(oo STRUCTURAL ENC. 13WI Consulting P 21 - 50 eq.ft. 4-46 -4e +46 -5-1 F15PE CA No. i PC Box 5169 Jacksonvl1le 5e4oh, 51 - 100 eq.ft, 4-43 -4a +43 - 0504)24cj-84' 52 5WIConsultingoBall B eq. ft. +42 -45 +42 -413 T4_1ESE STFJJCTURAL r 0 1: UEFRE PFMPARED R WALL 5HEATHING3 ROOF 5HEATHING SEE FRAMING PLAN: IZz INTERIOR ZONE, EZ= END ZONE CONSTRICTION OF T14E DESC-RISED IN TWIS T11 AND AFS INTENDED r-C -1/16" O-Ae WITH " AT 3" O.C. ON EDGE 111ro" 0515 WITH 6d AT 411 O.C. ON EDGE A LICENSED CONTRA( AND ro" O.C. IN FIELD. AND 12" O.C. IN FIELD. NOT IMIRMIT CONSTS TH15 STRUCTURE 15 LOCATED IN THE WIND WITH T�eSE PLANS I OWNER-DUILDEP.OR ul 5ORNE DE15RIS REGION AND HAS BEEN UNLICENSED SUIL 1Z DE51GNED AS A PARTIALLY ENCL05ED STRUCTURE- AS SUCH THE GYPSUM CE I LING MAY NOT 5E USED AS TRUSS 50TTOM CHORD 15RACING. REFER TO TRUSS C) DESIGN DRAWINGS FOR 5RACING LOCATIONS. ACCEPTA5LE METHODS INCLUDE Ix4 SPF RAT-RUNS WK2) 10d COMMON IN EACH TRUSS OR SIMPSON TS52-24 WK2) 106xl-1/2" IN EACH TRUSS. __j Z QL lz LEGEND AND Ff;;�A�IING; NOTE5: INTERIOR 5EARIWs WALL HEADER FRAMING EZ 1(2)2x&-1/2 I- HEADE"EAM CALL-OUT NUMBER OF:KING STUDS EACH SIDE Or- OPENING 1(2�2x&-17/2 NUMBER OF JACK STUDS EACH SIDE OF: OPENING SIZE OF: HEADER MATERIAL (NO.2 SYP) NUMBER OF PLIES IN HEADER IZ 1Z lz lz *ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO EACH OTHER WITH (8)12d. L — — — — — —— — — — — — — — — — — — t — — — — — — — — — —— — — —— — o IF BUTT JOINT IN PLATE OCCURS OVER HEADER, CONNECT 0151- TOP PLATE TO HEADER WITH SPH41ro W/(10)8,d EACH SIDE or- BALLOON FRAME END WALL W/2x(o No. 2 SFF AT 16" O,C. BUTT JOINT. 0 IF HEADER NOT SPECIFIED, CONTACT ENGINEER Or- RECORD t �Mo fROOF f=fRAr*11N(f:; FLAN. 1 /4 1 - 0 - ,&ECOND FL FfRA�IING; FLAN. V,111 1..4 cc DRAWN WVC CHECKED WVC , 5CALE I DATE 6/20/ �05 No. WOOD IROOF TfRU&& NOTE& ROOF TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL 15E DESIGNED UNDER THE SUPERVISION OF A REG15TERED FLORVA PROFESSIONAL ENGINEER. FABRICATION DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPII-11395 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FA15RICATION. TEMPORARY BRACING DESIGN SHALL BE THE REPONS151LITY Of: THE TRUSS ENGINEER AND SHALL 5E LEFT IN PLACE AFTER CONSTRUCTION 16 COMPLETE. BN f Consuft rr V. r-arrig P No. 48W 11/23/04 ORG AL SIGNATUR PLAN 04 5PEET STI' er10F 2 5HEETS TH16 DOCUMENT 15 AN IN5TRUMENT OF AfRCHITECT'So SEfRVIC; 1:00:54 Fm FOR OTHERS FOR CON- Wsdnesba� Aueu5t 10, 2004 STRUCTION OF F'ROJECI ELECTF;� ICAL FLANS �IECk� 74NICAL FLAN5 04-20 Ver 5.6we AS TITLED 5ELOW. INFORMATIONS DERIvE Robert FROM TH15 INSTRUMENT CAN NOT 5E USED FOR OTHER WOF�<S UNLESS 4UTHOP-1ZED 5Y- THI 4FRCHITECT WITHOUT INFRINGEMENT OF LEGAL E\/ C)E8r_FRIf=TION 2 ...................................................................... 4 C14 2040 2OX20 2040 Mao R 0 B E R T G R A Y A R C H I T E C I ................. P.O. BOX 50336 7' Jacksonville Beach Florida — 32240 TEL. 904.241.070( FAX 904.339.0069 ALL ELECTRICAL W RING TO 5E IN ACCORDANCE 16,DIAM, CNI WITH '02 NEC. FROVIDE C4 F_ 7 F 7 ARG-FAULT CIRCUIT INTERRUf=TORS IN ALL 5EE)ROOM5 FER ARTICLE 210-12 1 1 L* _j L __J z ELECTRICAL SCHEDULE 4 4 SINGLE-POLE SWITCH m IOX6 3-WAY SWITCH L _j L _J DUPLEX OUTLET 2OX20 20)20 20X20 2040 F_ 4 2 CNI GRND FAULT OUTLET WEATHERPROOF OUTLE'r w/wp 10 1 10 4&-- SWITCHED OUTLET I L SPECIAL 220v. OUTLET 2? 220v OUTLET i 0 THERMOSTAT 5ECONF-) FLOOFR ELECTFRICAL FLAN 5ECONF-) FLCOfR t"'IEC�44NICAL FLAN T.V. OUTLET 1/411 11-0 11 1/4 If 1 1-0 if T TELEPHONE OUTLET V07 DBL FLOODLIGHT EXHAUST FAN EXHAUST FAN w/ LIG�T SURFACE MOUNTED LIGHT RECESSED LIGHT FLOOD LIG44TS ABOVE FORCH CEILING WALL MOUNTED LIGHT1 L�tu FED] L Q JUNCTION BOX FLOURESCENT FIXTURE DISCONNECT F CLG FAN PREVVIRE (p qp qp qp qp n FonAlght CLG FAN w/LIGHT PREWIRE 2040 1 4 4 4 4 2OX20 2OX20 2OX20 SMOKE DETECTOR 2 ELECTRICAL METER QEEj� ELECTRIC PANEL UNDER r_A5INET LI&4TING t A NIP qp 4;;F! 4;;� 2 16'E)IAM. /q // DRALUN RUJG 4 4 \4FA r CHECKED IR11* 410, 1b I ., SCALE qp [)ATE E,/11/04 L J05 NO. FR FR TRU55 2 y _j 2 _ _j . - j 41 20>00 20>w 4 4 4 6 6 ...... ...... _j .......... ............ FLAN 04 - 2C FIR&T FLCOf;R ELECTFRICAL FLAN f= IfR,5T FLOOR �'IECHANICAL FLAN 1/4 1 _0 6HEET FFLANT 5H E M 4 E I 0 OF 6 6HEETS TH15 DOCUMENT 18 IN5TfRUMENT OF 4:32;E�2 FM Tueeda� Nave�b(sr 30, 2004 D E AN A L "� 515 FOR OTHERS FOR STRUCTION OF 10RC 04-20 Ver 5.ck -...... ------ .......... ............ AS TITLED BELOW. i INFORMATIONS DE 1 OFFICE FROM THIS INSTRUt' TITLE 5 �� EET i TY, FL DUVALCOUN CAN NOT BE USED INDEX OF SHEETS: STRUCTURE HEIGHTAND NUMBER OF WIND ZONE INFORMATIO 4UTI40RIZED 1B11 Code Conformance Review TI 51TE PLAN AND TITLE SHEET 5TOR E5 REFER To THE STRUCTURAL DRAWINGS FOR Florida Building Code 2001 Edition 4P_C�41TECT WIT�- Al TITLE SHEET, 4 FLOOR FLAN MAXIMUM HEIGHT OF STRUCTURE 21'-2" THE WIND ZONE INFORMATION. INFRINGEMENT OF L A2 ELEVATIONS NUMBER OF 5TORIE6 - TWO Occupancy Classification (per 305.1): Business - Group B RIGHTS. A3 - ROOF PLAN, SECTION 4 DETAILS E V 6CRIPTIC STI - STRUCTURAL PLANS AND r-)ETAIL5 Construction Type(Table 600): Type VI,Unprotected &Unsprinklered ME] - MECHANICAL 4 ELECTRICAL PLANS TRUCTION TYPE CONTACT INFORMATION 1 1/25/05 Occupant Load and Means of Egress - Section 1003 VI (UNFIROTECTEF-), UNSPRIN<LERED) 2 L15T OF ATTACHMENTS: BUILDER: 1. ENERGY CALCULATIONS TO BE CHOSEN Table 1003.1 Gross Sq. Ft. Area perOccupant Load IG,45LE CODE: 2. TRU66 ENGINEERING Business 2088 net Sq. Ft. 100 21 4 DA BUILDING CODE 2001 EDITION ARCHITECT: ROBERT W. GRAY, III Total Occupant Load 34 FL AR No. 15364 AREA T,45ULAT10N (cJ04)241-0100 Arrangement& Number of Exits - Section 1004 PROJECT SCOPE: Table 1004 FIRST FLOOR AIC- 1001 S.F. R 0 B E Y TWO-5TORY ALTERATION AND ADDITION TO STRUCTURAL ENGINEER: Max. Travel Distance to Exit 200 ft. G R A I AN EX15TING ONE-$TORY MASONRY 5ECO"s[D FLOOR A/C:- 10&1 5F. 15.111.1. Consultine, Inc. Max. Dead End Corridor 20 ft. BUILDING FB.F.E' Ca. No. e336 Door Exit Width Req'd 21 x .2 4.2 Inches (providing 72 inches) A R C H I T E TOTAL A/C: 20aa S.F. WARREN V. CARRIGAN 111, FIE. ..........I...... 0B04)24cj-a413 11-4.1.3 Accessible Buildings -Exception 1 - Elevator not required COVERED PORCH- 213 S.F. This building is less than 3 stories an ess an s per s ory RECT LOCATION: _Oj I Jacksonville B( Lff,46T 51DE OF MAYFORT ROAD TOTAL- UNDER ROOF: 2301 S.F. Florida – 32,' TEL. 904.241.1 FAX 904.339.( GENERAL NOTE PLUMBING CALCULATIONS - FPC 403.2 1. CONTINUOUS GRASPABLE HANDRAIL SEPERATE FACILITIES EXCEPTIONS: PER SECTION 1001.5 4. SEPERATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS & MERCANTILE OCCUPANCIES WITH A TOTAL FLOOR AREA OF 3000 SQUARE FEET OR LESS. 2, PROVIDE (2) LAYERS OF TYPE 'X" DRTWALL AT UNDERSIDE OF STAIR STRINGERS 4 FACE OF RISERS. ------ 100' FROPERTT' LINE f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e1 _ 011 121 - 011 21 - 011 51 - all L! FR "LJ11 11-A 00000 00000 00000 00000 00000 FR4 C-RIJ5HED Llt-IE&TCNE C3 __1 L L) SO, 401% _EL_ W z R4 L) LU UC) Q) DRAWN RWG CHECKED RWG 6GALE FRI E —--- - DATE 5/11/04 J05 NO. G;0NVRETE FDRIVE TRUSS )ROVE APF C%OF ALANTIC 9EACH C;fRU5HED Llt"IE5TONE 10 245 via Av�I I - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - PLAN 04 fle>,Ie' FROFERT�' LINE 5HEET JAN 2 7 20055 T1 BY- COP /f5 245 *#4yp 2 r OF a THIS DOCUMENT 15 AN IN5TRUMENT Of: (0.50:10 FrI 41RCHITECT'S, SERVIC wedre5das Aueu5i, la, 2004 FOR OTHERS FOR CON- STRUCTION OF FROJEC 0-4-20 Ver 5.6we AS TITLED BELOW. Robert INFORMATIONS DERIVI FROM TH15 INSTRUMENT CAN NOT BE USED FOR OTHER LUOI;;JKS UNLES,' ,4UTHOIRIZEC> el- T�- ,4RCHITEC,T WITHOU'l INFRINGEMENT OF LEGA EV DESCRIPTION 1 1/25/05 2 R-30 BATT INSULATION I'-(P' MIN STANDING SEAM MTL ROOFING OVER TH18 16 AREA TO BE USED FOR 300 FELT OVER SHEATHING LIGHT STORAGE AND AIR HANDLIW4 EQUIP� OVER FRE-ENG: WD IR 0 B E R T TRU68ES m2411 CC, 12 INSULATION BAFFLE 12 G R A Y BETWEEN EA TRUSS A R C H I T E C SEE STRUCTURAL .............I... P.O. BOX 50336 (2) 2x FLATE 02 S"rF Jacksonville Beacl CONTINUOUS 2x BLOCKING Florida — 32240 -ALUMINUM F,)Rlfm OVER TEL. 904.241.0701 Ix4 TRIM OVER FAX 904.339.0061 IxO FASCIA OVER 2x(o SU5-FA5CIA Ix(o TRIM (SOFFIT) 1/2' GYP 13RD- 3"W. CONT, SOFFIT VENT R-IIAS 15ATT NSUL Ix& TRIM (SOFFIT) 11 1 1 -0 It 2x4 FRIEZE (TYF) HORZ. LAP 51DING OVER VAPOR BARRIER OVER SHEATHING OVER 2x SPF STUDS 6 I(o" OC, 3/4" T4G F"LYLUD GLUEL';) 4 SCREWED OVER fPRE-ENG THESE NOTES,WERE INCLUDED ON THE FIRST SUBMISSION. WD FLIR SYSTEM I SUSPECT THAT THE PLAN REVIEWER DID NOT SEE THIS DRAWING. REFER TO SECTION Z ON SHEET STI FOR I FN rNI L/ CONECTION DETAILS BY STRUCTURAL ENGINEER, ALSO PROVIDED ON FIRST SUBMISSION. 1/2' GYP 5RD 110� R-11/1S 15ATT INSUL 4: 12 HORZ. LAFD SIDING OVER VAPOR BARRIER OVER SHEATHING OVER 2x SPF 6TUD6 10 16" OC d) +2x PLATE IW2 SYI*L T, 'Z' FLA6HING _UJALL TOP OF V-1 1/2' (Ist LEVEL) \V/ NEW 1/2' GYP 15RD ON FURRIW3 STRIPS L) EXISTING BLOCK WALL L) E-4 E-0 ADEP GR DRAUN RLL* CHECKED RLUG SCALE DATE 5/11/04 J05 NO. TRUSS EXISTING FOUNDATION WALL &ECTION PLAN 04 - 7 SHEET SOOF FLAN LAN EET 1/4 1 -0 A 0) OF SHEETS, THIs 707-7 IN5TRUMEI 7:00:e:,4 Ft'*, 4RC:HITEC: FOR OTHER Wsclnes66 � Aueust la, 2004 ELECTFZCAL FLAN5 FLAN5 STRUCTION 04-20 ver 46 TITLED i INFORMATI( Robert FROM TH15 C,4N NOT 5 OTHER WOI 4UTHORIZ 4RCHITEC INFRINGEME RIGHTS. r= C)E SC 1/2E>/o z 04 20)(20 2OX20 2040 2040 R 0 B G R C4 C-4 A R C H C4 P.O. B( 7' z Jacksonv, Florida IF TEL. 904 FAX 904 ALL ELECTRICAL WIRING — — — — — — TO 5E IN 4CCORDANCE A, C4 Yo'01AM. WITH '02 NEC. PROVIDE IE F 7 ARC-FAULT CIRCUIT iNTERRUPTOR5 IN ALL 5EDROOMP PER ARTICLE 210-12 z _j L __J Z ELECTRI�AL SCHEDULE 4 4 SINGLE-POLE SWITCH �C4 4 lox& 3-WAY SWITCH _j L — — — — 4&= DUPLEX OUTLET 2OX20 20>20 2OX20 2OX20 F GRND F�ULT OUTLET Gn&- WEATHERPROOF OUTLET Gno/WP A, 10 . 10 4&-- SWITCHED OUTLET SPECIAL 220v. OUTLET 77 2? 220v OUTLET 0 THERMO�TAT &ECOND FLOOR ELECTRiCAL FLAN 5ECONID FLOOR �IECHAMCAL FLAN T.V. OUTLET 1/411 11 -011 1/4 11 1, 0 T TELEPHONE OUTLET V07 DBL FLOODLIGHT EXHAUST FAN EXHAUST FAN w/ LIGHT SURFACE MOUNTED LIGHT RECESSED LIGHT FLOOD LIGW9 ABOVE PORCH CEILING WALL MOUNTED LIGHT n7 IF-1 L Z.. 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