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223 Ocean Boulevard (REVISIONS BY J UPLIFT CONNECTOR ATSTRUCTURAL NOTES: TOP AND BOTTOM OF O UPLIFT CONNECTOR SCHEDULE PLYWOOD OR OSB SHEATHING, DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING EACH STUD, SEE SCHEDULE 5 BOUNDARY OF PER SCHEDULE 3 SHEATHING MEMBER SUPPORT SIMPSON CONNECTOR CODE 201. EXAMPLE OF PANEL 1. LIVE LOADS: EDGE w/ BLOCKING MAIN HOUSE ROOF TRUSS : FLOOR 40 PSF WHERE REQUIRED BY -"-,,' COMMON TRUSS DBL ,TOP PLATE (1)MTS12 ROOF (TOP CHORD) 20 PSF NU ER OF FULL SCHEDULE 3 OR 4. JACK TRUSS: ALL DBL TOP PLATE (1)MTS12 ATTIC (BOTTOM CHORD) 10 PSF (SEE PARAGRAPH 6 BELOW FOR REDUCTION OF LOAD COMBINATIONS) HEI T ING STUDS HEADER, SEE EAC I I SIl E OF . . CORNER JACK: ALL DBL TOP PLATEO 1 MTS12 2. DEFLECTION CRITERIA SCHEDULE 2 OPE NING, SEE NAIL SPACING AT / ROOF FRAMING LIVE LOAD L/240 TOTAL LOAD L/180 SC D. SUPPORTED EDGES, HIP GIRDER R9 & R22 DBL TOP PLATE HEADER STRAPS, (2)MTS12 FLOOR FRAMING LIVE LOAD L/480 TOTAL LOAD L/360 SEE SCHEDULE 3 & 4. SEE UPLIFT SCHEDULE 5 3. LATERAL LOADS: EXAMPLE OF UNSUPPORTED WIND DESIGN PER FBC 2001, ASCE7-98;�SECTION 6.5 ROUGH OPENING (UNBLOCKED) PANEL EDGE. METHOD 2 - ANALYTICAL PROCEDURE SEE ARCH (TYPICAL) BASIC WIND SPEED 120 Mme✓ BUILDING CATEGORY Il #JACK STUDS, IMPORTANCE FACTOR 1.00 CLIPS OR SEE SCHED. 2 NAILING TO CONVENTIONAL FRAMING EXPOSURE C HOLDDOWN AT RAFTER DBL TOP PLATE 1 H2.5A , FOUNDATION, INTERMEDIATE STUDS, ROOF RIDGE/HIP (1)A34 MEAN ROOF HEIGHT 26 FT ✓ SEE SCHEDULE 5 SUPPOR IS 6 TRUSSES, OR ROOF PITCH 7/12 O.C. MAX. UON FLOOR JOISTS. ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED✓ INTERNAL PRESSURE COEFFICIENTS +/- 0.18 ✓ WINDOW/DOOR DESIGN PRESSURE SEE SCHEDULE 7 ✓ w-i 4. REINFORCED CONCRETE: SILL PLATE ANCHORS DESIGN AS PER ACI 318 LATEST EDITION jU SILL PLATE FOUNDATION '/2"� x 10" ANCHOR BOLT w/ REQUIRED COMPRESSIVE STRENGTHS: Qw r FRAMING AT TYPICAL WALL OPENING SHEATHING NAILING PATTERN 2x2x'/8" PLATE WASHER ® 32" OC CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI Qm cq SLAB ON GRADE f'c = 3000 PSI _i w 0) AND CONVENTIONAL STRAPPING ALL ,OTHER CONCRETE f'c = 3000 .PSI U> zu: �/ Q 2 DETAIL UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER W 0 o U 1 DETAIL FOR REINFORCING SHALL BE AS FOLLOWS: S-6 SCALE: NTS S-6 SCALE: NTS ^ u FOOTINGS 3" Q SLAB ON GRADE CENTERED DESIGN OF FASTENING OF WINDOWS/DOORS TO THE WALL ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR FOR STRAPPING AT BEAMS POSTS TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND OTHER SPECIAL CASE , SEE AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD MANUFACTURER/SUPPLIER AND SHALL MEET THE FRAMING PLANS. SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING WINDOW/DOOR DESIGN WIND PRESSURE. IN SCHEDULE 7. OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 . CONNECTOR NOTES: WELDED WIRE FABRIC - ASTM A185 1. CONNECTORS ARE SIMPSON STRONG TIE SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 40 BAR OSTUD BEARING WALL SCHEDULE 2. USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR. DIAMETERS. MAX. PLATE HT. 10'-6" 3. ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY DELEGATED TRUSS ENGINEER. 5. FOUNDATION: 4. WHEN USING TWO STRAPS ON SINGLE PLY CONVENTIONAL SHALLOW CONCRETE FOOTINGS FLOOR STUD SIZE AND SPACING TRUSSES, PLACE STRAPS DIAGONALLY REQUIRED SOIL BEARING CAPACITY 2500 PSF ACROSS DOUBLE TOP PLATE FROM EACH OTHER. H2.5A 10-8d A GEOTECHNICAL FIRM SHALL BE EMPLOYED TO VERIFY THE SOIL* FIRST FLOOR 2x6 ® 16" SPF #2 BEARING DESIGN ASSUMPTIONS. IF THE FOOTING ELEVATIONS A34 8-8dx1'/2" SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER w SECOND FLOOR 2x6 ® 16" SPF #2 MTS12 14-10d SHALL BE NOTIFIED. MSTA30 20-10d U 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP #2. HTS24 20-10d 6. PRE-ENGINNERED WOOD ROOF AND FLOOR TRUSSES: CONCRETE OR MASONRY SHALL SPH4/6 10-10dx1'/2" DESIGN OF ALL PRE-ENGINEERED WOOD TRUSSES SHALL BEAR z ►� 2. PLATES IN CONTACT w/ HPAHD22 16-16d THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. IF FLOOR w N BE PRESSURE TREATED. CS16 22-10d ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER COMMENTARY M AC4 MAX 14-16d TO POST, 14-16d TO BEAM AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING (n I ABU44 12-16d TO POST, AND 5/8"O THREADED ROD, EPDXY EMBED 7". METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER > o HEADER SPAN & JACK/KING ABU66 14-16d TO POST, AND 5/s"9�" THREADED ROD, EPDXY EMBED 7" BBRACING RACING PERTRUSSREQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT LLJ o O HTT16 18-16d NAILS TO STUD. 5/8 0 ALLTHREAD, FR. SHOP DRAWINGS. IF PERMANENT BRACING oar ,L STUD SCHEDULE DRILLED AND EPDXY 7" INTO CONCRETE FOOTING IS NOT SPECIFIED, CONTACT ENGINEER. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MINIMUM DEAD LOAD CONDITION OF 5 PSF z = HEADER , WINDOW/DOOR 2x6 JACK 2x6 KING OR 12" INTO MASONRY STEMWALL• TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR V) w w SYP 2 MAX OPENING STUDS STUDS LTT206 10-16d NAILS TO STUD." '/2"� ALLTHREAD, THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN o m DRILLED AND EPDXIED 7 INTO CONCRETE FOOTING. ACCORDANCE WITH FBC SECTION 1609.4.3. SPECIFICALLY ATTIC 2)2x6 4'-0" 1 1 FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOAD SHALL BE w N F - 2 2x8 5'-0" 1 1 MULTIPLIED BY 0.75 WHEN COMBINED WITH DEAD LOAD. SEE FBC _ N 22x10 7'-0" 2 2 ' 1609.4.3 FOR ALL REQUIREMENTS. TRUSS ENGINEER SHALL BE 2)2x12 8'-8" 2 2 RESPONSIBLE FOR ALL TRUSS TO TRUSS CALCULATIONS AND a CONNECTIONS. (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED 1) TYPICAL HEADER SYP No.2 UNLESS NOTED 6oTHREADED ROD ANCHOR SYSTEM SCHEDULE OTHERWISE ON PLAN THAT IS NOT AVAILABLE FROM VENDORS) Q 2) NUMBER OR JACK STUDS AND FULL HT KING STUDS FOR GENERAL UPLIFT REQUIREMENTS AT FIRST FLOOR WALLS AND MOST 2ND FLOOR WALLS, INSTALL U ' 2 3 4 4/S-5 SPACED 5'-4" O.C. MAX. AT 7. FASTENERS: EPDXY SHALL BE SET EPDXY-TIE ADHESIVE BY SIMPSON EACH SIDE OF WALL OPENING. /z � A307 THREADED ROD ANCHORS PER DETAILS 1, , , OR APPROVED EQUAL EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, EXTERIOR WALLS AND 4'-0" O.C. MAX. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL'/2"0 THREADED ROD UNLESS OTHERWISE NOTED. HOLES SHALL BE 1/4" LARGER THAN REBAR 3 SHEATHING/DECKING SCHEDULE SHALL BE�EMBEDDEDA7 INTO MASONRY STEMWALL ORL4'/NDFOR SYMBOLS.IN 0 MONOLITHIC CONCRETE FOOTING WITH SIZE AND 1/8" LARGER THAN THREADED ROD SIZE. . . 0 4 SIMPSON 'SET EPDXY OR EQUIVALENT, SEE NOTES IN 2/S-5. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE THREADED ROD ANCHORS. ROD ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A307 ROOF FLOOR WALL PORCH ANCHORS AT ENDS OF SHEARWALLS MAY VARY - SEE SHEARWALL SCHEDULE 4 AND PLAN FOR w/3" HOOKS x SPECIFIED LENGTH. BOLTS SHALL BE CLEANED WITH A 1/2" CDX PLYWOOD OR 7/16" 3/4" T&G PLYWOOD FLOOR '/2" CDX PLYWOOD OR 7/18" SEE ARCHITECTURAL LOCATION. SOLVENT SUCH THAT THEY ARE FREE OF ANY OILY RESIDUE. OSB ROOF SHEATHING, NAIL DECK, GLUE AND NAIL W/ OSB SHEATHING NAILED W/ 8d PLANS W/ 8d COMMON WIRE NAILS 10d COMMON ® 6" O.C. EDGE COMMON WIRE ® 6" O.C. EDGE 8. BRACING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR j ��1ER , OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING '�� ® 6" O.C. EDGE AND 6" O.C. & FIELD AND 6" O.C. FIELD. PROVIDE = �C - ......, FIELD, DECREASE SPACING TO 2x4 BLOCKING AT ALL JOINTS CONSTRUCTION. F- B'0 •4" O.C. WITHIN 4'-0" OF (FOR NAILING AT SPECIALCOMPONENTS & CLADDING-WALLS 9. DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.EDGE OF GABLE END SHEARWALLS, SEE SCHEDULE 4 SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING oc Gig, = FOR SHEARWALL LOCATIONS, DESIGN WIND PRESSURES (psf) DRAWINGS FOR EMBEDS OPENINGS SLEEVES ETC. WHICH ARE NOT ' ° ' SEE PLAN) SHOWN ON STRUCTURAL DRAWINGS. TRIBUTARY INTERIOR EDGE STRIP ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. AREA (sf) ZONE a =5'-0" ''�,�L IEpR'4 � NO EXAMINE L 10. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 10 +41.5 -45.0 +41.5 -55.5 TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR DESIGN/DRAWN a OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ® SHEARWALL SCHEDULE 50 +37.1 -40.6 +37.1 -46.8 THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE CHECDWB/KED WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CHECKED ALL SHEARWALLS SHALL BE '/2" CDX PLYWOOD OR 7/,a" OSB ON 2x4 OR 2x6 SPF #2 STUDS AT 16" 100 +35.3 -38.8 +35.3 -43.1 DWB O.C. PROVIDE 2x4 BLOCKING AT ALL PANEL JOINTS. PROVIDE DOUBLE STUD AT EACH END OF 11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND DATE SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DOUBLE STUD). SUBMITTED TO THE ENGINEER AND ARCHITECT FOR REVIEW FOR 04/23 03 1) DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. SCALE LABEL NAILING AND ANCHOR AT EACH END OF SHEARWALL (SEE CONNECTOR NOTES IN SCHEDULE 5) EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO WALL SURFACES. AS NOTED SW: NAIL w/ 8d COMMON WIRE NAILS AT 3" O.C. EDGE AND 6" O.C. FIELD 2) LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS JOB NO. WHERE CONVENTIONAL STRAPPING IS REQUIRED, ANCHOR ® 1ST FLOOR w/ (1)HTT16 PERMISSIBLE. AND AT 2ND FLOOR w/ (2)CS16 STRAPS. WHERE THREADED ROD SYSTEM IS SHOWN ON 3) PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY SHEET PLAN, ANCHOR EACH END OF SHEARWALL WITH 1/2"0 THREADED ROD, EPDXIED 12" INTO CMU STEMWALL. SEE DETAILS ON SHEET S-5. FROM THE EXTERIOR WALL SURFACE, RESPECTIVELY. 4) ALL COMPONENT AND CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. S - 6 NOTE: 1) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 5) COMPONENT AND CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. SHEET 6 of 6 REVISIONS BY GIRDER TRUSS OR Fm 3 BEAM w STRAP MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST ND WASHER / 1 GENERAL NOTES: SPA ING PER SHED. TOP PLATE w/ NUT AND WASHER. A 2 The threaded rod anchoring system shall consist of A307 threaded rods (diameter per PER ROD NOTES 3" MAX „ 3 MAX schedule 6), oriented vertically and attached to the foundation and to the uppermost SPECIAL REQUIREMENTS AT WINDOW/DOOR plate at the locations indicated in these documents. Above top plate, provide a 3"X t I I I I I OPENINGS AND GIRDER TRUSSES: „ I JHEARWALL I SHEIARWALL I I WALL STUDS & 1 SPLICE IN TOP PLATE SHALL NOT OCCUR 3 X /8 thick steel washer. fasten with a nut and allow at least 3 threads to extend THREADED ROD I I ISEE RLANI I SE PLAN I I SHEATHING PER R ,�A NG BETWEEN THE KING STUDS AND THE FIRST above tightened nut. (typ.)This system eliminates the conventional strapping requirements TERMINATES ON I I POST BELOW of wood framed construction i.e. stud-to-plate ties, TOP OF SILL I I t I I t I I LEGEND: THREADED ROD SYMBOLS SCHED. 1 & 3. P R SCH 6 THREADE ROD ANCHOR. (' p bottom plate to foundation ties, t I I I I I I GIRDER, SEE PLATE AT I I I I I t BOTTOM OF THREADED ROD PLAN 02 PROVIDE FULL SHEATHING ABOVE floor-to-floor straps, and header to jack stud straps) unless otherwise noted in these I I I I I I t F• TERMINATES AT HEADER OR BEAM THREADED ROD WINDOWS AND NAIL w/ 8d AT 3 OC EDGE documents. INTERMEDIATE I I I SYSTEM PER LEVEL w NUT ___ /S-5. 4 FRAMING AT AND FIELD. ROD INSTALLATION: / I I I I I PER DETAIL 7 ROD NOTES AND WALL. OPENING, I _ _ __I tIL______ " AND WASHER. - I - t I I FOR RODS SPECIFIED ON PLAN At all plate penetrations, provide a hole m the plate / larger than the diameter of the I t I t - PLAN • . � SEE SCHED. 2 L_____J �__ TOP OF THREADED ROD l ADJACENT TO WALL OPENINGS, LOCATE THE threaded rod used. While single continuous rods are preferred, coupler nuts (Simpson FLOOR r I r I I I -1T I I I I t I I t I • TERMINATES AT UPPERMOST TOP SILL ANCHOR INFILL ROUGH OPENING I' OD THIN _AF THE KI _ CNW or equal) may be used in cases where one continuous rod is unfeasible. The rod FRAMING I I I I I I I I t I PLATE. SEE ARCH. �._ -- 4 -PROVIDE AN ADDITIONAL ROW OF 8d shall be installed approximately centered in hole. Rods may be slanted from true vertical I I I I I I THREADED I I I I BETWEEN RODS PER O SCHED 5 NAILS ® 6" O.C. INTO ONE OF THE KING by a maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The I t I t I I I t I I I I ES AT I I TOP OF THREADED ROD . ~` 4 STUDS ADJACENT TO ALL OPENINGS (IN nut above the uppermost plate shall be secured over the washer: to a snug-tight IHEAkWA I li ER 11 SMEARWALL t • TERMINATES AT INTERMEDIATE ' 'on plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). I I SEE IPLA I SEE PLAN I O ADDITION TO OTHER NAILING SPECIFIED IN condltl p ( PP YI DETAIL 7/S- LEVEL. EPDXY ANCHORING: ROD EMBEDMENT FOUNDATION, SCHEDULE 3 OR 4). I i I I i DEPTH PER SEE PLAN 05 WHERE ROD IS SPECIFIED ON PLAN All threaded rods shall be drilled & epoxy anchored with Simpson SET' High Strength I I t I I ROD NOTES ADJACENT TO GIRDER TRUSS, LOCATE THE Epoxy or approved equal. Provide a minimum edge distance (measured from centerline of " OF THE POST. rod to edge of slab of 2" for 2x4 framing and 3" in 2x6 framing. See schedule 6 for FASTEN THREADED ROD TO J FOUNDATION ADDITIONAL ANCHOR ROD, WITHIN -3-- - g ) g FOUNDATION PER 9/S-3. NOT SHOWN BOLTS PER SCHED. 5 ; epoxy embedment depth. 2 THREADED ROD GENERAL NOTES 3 THREADED ROD SYMBOL DEFINITIONS • 1 THREADED ROD ANCHORING SYSTEM DETAIL , S . 5 SCALE: N.T.S. S-5 SCALE: NTS S-5 SCALE: NTS � j1 WX >Q QW r TYPICAL HEAVY GIRDER THREADED ROD J W N ANCHORING SYSTEM - GIRDER TRUSS, TRUSS, SEE TRUSS PLAN Th O J SEE PLAN FROM ABOVE, SEE v V WRAP STRAP OVER HEEL PLAN. n/ oo v STRAPS FROM GIRDER OF TRUSS FOR FULL Fil TO HEADER PER NAILING DROPPED HEADER DOUBLE TOP 00 Y SCHEDULE 5. OR WOOD BEAM PLATES M 2x_ SYP.#2 DOUBLE LAP SPLICE IF THREADED ROD DOES F+� TOP PLATE. FASTEN 4'-0" MIN. NOT OCCUR NATURALLY FULL BLOCKING FOR TOGETHER WITH 10d (ie., PER PLAN) ,THEN GIRDER BEARING AND FOR STRAPS WHICH MON NAILS ® 16" ADD ONE ROD 6 MIN. STRAPS REQUIRE THRU BOLT, THREADED ROD COM PROVIDE STRAP ABOVE d FROM SPLICE (TYPICAL). ANCHORING SYSTEM, �« O.C. PROVIDE 3-10d AND BELOW PLATE SEE PLAN. COMMON NAILS ON EACH SIDE OF SPLICE (TYP.) HEADER SEE PLAN NOTE: ADDITIONAL DOUBLE TOP PLATE NOTE: ADDITIONAL OR SCHEDULE 2. STRAPPING AND STRAPPING AND SIMPSON HTT22 w/ ANCHORS MAY BE ANCHORS MAY BE 14-16d SINKER HEADER STRAPS PER REQUIRED AT FRAMING MULTI-PLY POST REQUIRED AT FRAMING NAILS TO BEAM SCHED 5 OR NOTES BELOW GIRDER TRUSSES BELOW GIRDER TRUSSES SECURE TO BEAM w/ SIMPSON TO ENGAGE SUFFICIENT BENEATH GIRDER, TO ENGAGE SUFFICIENT HTT22 w/ MIN. (14)16d v/ RAISED HEADER WALL STUD, ON PLAN DEADLOAD OR THE SEE PLAN DEADLOAD OR THE SINKER NAILS TO BEAM. OR WOOD BEAM SEE SCHEDULE 1 FOUNDATION. SEE FOUNDATION. SEE ' SCHEDULE 5 FOR FULL SCHEDULE 5 FOR FULL REQUIREMENTS. REQUIREMENTS. DROPPED HEADER RAISED HEADER HEAVY GIRDER ABOVE HEADER HEAVY GIRDER ON STUD WALL : 1 ICE DETAIL 5 STRAPPING AT HEAVY GIRDERS 6 STRAPPING AT HEAVY GIRDERS 7 ROD TO HEADER CONNECTION DETAIL 4 DOUBLE TOP PLATE SPL w S-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS U : Z „ DOUBLE ROW o M -�- 1'/a 2x6 OF NAILS INTO O 1 '/2" ® 2x8 1'/2" 3rd PLY. V) w Cifo IF NO THREADED ROD QB ANCHOR DOUBLE ROW L1J J E OF NAILS INTO • _ LL o BOLT IS LOCATED AS SHOWN PROVIDE _ m A '/2.0 EXPANSION BOLT (w/ 5'/4" = a0 3rd PLY. ca � N X • NAIL FROM ADD 3rd \ � a Q EMBEDMENT) w/ 2x2x /8 PLATE OTHER SIDE N NAIL FROM WASHER AT A DISTANCE OF NO LESS OF 2nd PLY. 2x6 OR 2x8 OTHER SIDE W �y U W THAN 6" AND NO MORE THAN 12" FROM OF 2nd PLY. LL._ p m PLATE. X - w N F ALL BUTT JOINTS IN THE SILL PT. SYP#2 N Z SILL PLATE X • • �-- ._ (2)2x6 --{-� (2)2x4LO ---�-- Q OR (2)2x8 ADD 3rd 2x4 U V-0" 6" BUTT JOINT 2x6 or 2x8 22x4 MAX. MIN. NAILING PATTERN NAILING PATTERN 8 SILL PLATE BUTT JOINT DETAILrg MULTI - PLY POST NAILING S-5 SCALE: 3/4" = V-0" S-5 SCALE: N.T.S. DESIGN/ WN DWB/SJR CHECKED DWB DATE 04/23/03 SCALE AS NOTED JOB NO. SHEET i SHEET 5 OF 6 REVISIONS BY 12 'L 7 ROOF DECK, SEE 4-12d SCHEDULE 3 PRE-ENGINEERED WOOD ROOF TRUSSES ® 24" O.C., WOOD PANEL SHEATHING IF SEE ROOF FRAMING PLAN SHEARWALL, SEE PLAN AND a/4" DEEP SAWCUT w/SCHEDULE 4 (OTHERWISE, SLAB ON GRADE, _. HURRICANE CLIPS PER UPLIFT GYPBOARD PER ARCH PLANS) ELASTOMERIC SEALANT SEE PLAN CONNECTOR SCHEDULE 5 SILL PLATE CONNECTION, 4-12d SEE SCHEDULE 5. 12 SLAB ON GRADE, a� S - � - - 5 TOP PLATE EL EE PLAN. SEE ARCH PLANS DOUBLE TOP PLATE � ! 6 " i��• - ,;� NOTES: SYP #2, MATCH �� o /�/ 1) 200 XD 20 ACUTS XIMUM SQUARES CREATE APPROXIMATE r •� ••� OR 10' SEGMENTS STUD WIDTH. / ON SIDEWALK. 3" 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 20" HOURS OF CONCRETE PLACEMENT. 2-#5 CONT. SILL PLATE SYP #2, WALL STUDS SHEATHING, 12 SAWCUT DETAIL MATCH STUD WIDTH. SEE SCHEDULES 1 & 3. 7 ROOF DECK, SEE 'k NOT : UPLIFT STRAPPING OR THREADED RODS ARE ONLY REQUIRED IF ROOF IS BEARING DIRECTLY ABOVE (I.E., THE ROOF CAN APPLY UPLIFT TO THE WALL). FLOOR DECK, SEE SCHEDULE 3. SCHEDULE 3 4 D ETAIL J w 4-12d PRE—ENGINEERED WOOD S-4 SCALE: 3/4" = 1'-0" z6- 18" FLOOR TRUSS, ROOF TRUSSES ® 24" O.C., 3 BEARING AT INTERIOR SEE PLAN FIN FLOOR EL SEE ROOF FRAMING PLAN >v S-4 SCALE: 3/4" = 1'-0" Q W r SEE ARCH PLANS HURRICANE CLIPS PER UPLIFT Qm U) CONNECTOR SCHEDULE 5 ow DOUBLE TOP PLATE 4-12d ; U> SYP #2, MATCH A/ U)Z STUD WIDTH. 12 W 00 5 TOP PLATE EL o v `� � M COUPLER NUT AS SEE ARCH PLANS REQUIRED PER 2/S-5 DOUBLE TOP PLATE SYP #2, MATCH BAND BOARD PER STUD WIDTH. TRUSS MFR WALL STUDS AND SHEATHING, THREADED ROD SYSTEM, WALL STUDS AND SHEATHING, THREADED ROD SYSTEM, SEE SHEET S-5 AND SEE SCHEDULE 1 & 3 SEE SHEET S-5 AND SEE SCHEDULE 1 & 3 SCHEDULE 6 SCHEDULE ' B BRICK VENEER, SEE ARCH. RICK VENEER, SEE ARCH. / CONCRETE SLAB ON 1#5 CONTINUOUS AT WALLS 4'-0" HIGH, `� 1#5 CONTINUOUS GRADE, SEE PLAN # AT WALLS 4'-0" HIGH, #5 CONTINUOUS PROVIDE TEMPORARY BRACING SILL PLATE SYP #2, PROVIDE TEMPORARY BRACING SILL PLATE SYP #2, UNTIL 7 DAYS AFTER SLAB MATCH STUD WIDTH. UNTIL 7 DAYS AFTER SLAB MATCH STUD WIDTH. x x x x m IS POURED. SEE GENERAL IS POURED. SEE GENERAL W BEND #5 INTO SLAB 25" STRUCTURAL NOTES BEND #5 INTO SLAB 25" STRUCTURAL NOTES 8'�CMU STEMWALL w/ SLAB ON GRADE, SEE PLAN. SLAB ON GRADE, SEE PLAN. FIN FLOOR EL FIN FLOOR EL #5 ® 48" O.C. � U x x x x • SEE ARCH PLANS x I SEE ARCH PLANS — — z " ✓ �� 8" CMU STEM WALL, w/ #5 VERT `� III i I co Lv N 8 CMU STEM WALL, w/ #5 VERT �\ �\ " — Q N ® 48" O.C., GROUT SOLID �� \ 48 O.C., IN GROUT SOLID I V) \\L-Il \\ Q / in • w 10"x 20" CONCRETE FOOTING o w/ 2-#5 CONTINUOUS o U- m — III=I 3" CLEAR TYP w w III-I - = 0 Q ' ' ' 5 PATIO STEMWALL w N fY w ✓ = N Z Q -1 12"x 24" CONCRETE FOOTING 12"x 24" CONCRETE FOOTING S-4 SCALE: 3/4" = 1'-0" v w/ 3—#5 CONTINUOUS _ Q w/ 3—#5 CONTINUOUS 00 FOOTING, SEE PLAN FOOTING, SEE PLAN Q 3" CLEAR TYP 3" CLEAR TYP U ri SECTION 2 SECTION THREADED ROD SYSTEM, SEE SHEET S-5 AND WALL STUDS AND SHEATHING, S-4 SCALE: 3/4" = 1'-0" S-4 SCALE: 3/4" = 1'-0" SCHEDULE 6 SEE SCHEDULE 1 & 3 SILL PLATE SYP #2, MATCH STUD WIDTH. DINING KITCHEN � KITCHEN FLOOR DECK, .] SEE SCHEDULE 3 8"x8" TIE BEAM W/ BEND 5 INTO SLAB 25 FLOOR DECK, # 3 PLY FLOOR DECK, 1-#5 CONT. t�EP SLAB ON GRADE, SEE PLAN. SEE SCHEDULE 3 2x8 BEAM SEE SCHEDULE 3 2x8 SYP #2 FLOOR JOIST ® 12" O.C. FIN FLOOR EL :�Vti A' • �"' ' •L - "I'll" -7.1, - _77, SEE ARCH PLANS . . I .�� •K B��t Gg R :�E. 1#5 CONTINUOUS ` AT WALLS 4'-0" HIGH, ,vs� x P FASTEN T "IN\ ,,9��-c # 2 8 T BLOCK F STE 0 1 PROVIDE TEMPORARY BRACING _ 2x8 SYP JOIST 2x8 SYP #2 FLOOR " 2x8 PT LEDGER w/ /2 �, �' .y•, o JOIST ® 12" O.C. ANCHOR BOLTS ® 24" O.C. �� \ UNTIL 7 DAYS AFTER SLAB �`.;LRO ® 12 O.C. PIER w/ (4) /4 x4 TAPCON I ? # _ IS POURED. SEE GENERAL �, 8" CMU STEMWALL w/ #5 2x8 PT LEDGER w/ JOIST HANGER �� STRUCTURAL NOTES ® 48 O.C. VERT. REINF. 2 ANCHOR BOLTS 16" SQ PIER 8" CMU STEM WALL w/ #5 VERT ' DESIGN/DRAWN CENTERED IN WALL GROUT ® 24" O.C. ® 48" O.C.,, IN GROUTED CELL 0cc CHECKED i ALL CELLS SOLID. 2-#5, GROUT SOLID HOOK 12 INTO BOND BEAM — — #5 DOWEL TO MATCH ( (—I I DWB DATE WALL REINFORCING. 04/23/03 � 12% 24" CONCRETE FOOTING 2'-6"x2'-6"x1'-10" I ( I— SCALE Q w/ 3-#5 CONTINUOUS Q CONCRETE FOOTING w • . w AS NOTED w/ 3-#5 EACH WAY 12"x 24" CONCRETE FOOTING JOB NO. FOOTING, SEE PLAN ;� w/ 3-#5 CONTINUOUS f SHEET 3" CLEAR TYP 3" CLEAR TYP 3" CLEAR TYP FOOTING, SEE PLAN 6 STEMWALL & FOOTINGrT� PIER & FOOTING 8 SECTION . �4- SCALE: 3/4" = 1'-0" S-4 SCALE: 3/4" = 1'-0" S-4 SCALE: 3/4" SHEET 4 OF 6 REVISIONS BY EMBED SIMPSON HPAHD22 AT CH SIDE OF GARAGE DOOR RAFTER, 2x6 PT SILL PLATE SEE PLAN : THREADED ROD SYSTEM, w/ ANCHOR BOLTS PER FLOOR DECK, SEE SHEET S-5 SCHEDULE 5 SEE SCHED. H2.5A TERMINATE THREADED - SLAB ON GRADE, SEE PLAN. JOIST, ROD AT SILL PLATE I 10"x20" CONCRETE FOOTING WALL STUDS AND SHEATHING, w/ 2-#5 CONTINUOUS SEE SCHEDULES 1 & 3 DOWEL NEW SLAB SEE PLAN / (---- TO EXIST. SEE �/ 8 CMU STEMWALL w/ #5 PLAN . li - - - - - - - - - - I �I ® 48" O.C. VERT. REINF. Ij I �I CENTERED IN WALL AND EXIST. DOWEL NEW SLAB TO I HOOKED INTO TIE BEAM. SLAB li I EXISTING w/ #4x8 I I GROUT ALL CELLS SOLID. I ( ® 48" OC I 1 • I� I i S-3 DOUBLE TOP PLATE I1 I 4" CONCRETE SLAB ON " " SYP #2, MATCH Ii I GRADE w/ 6x6-W1.4xW1.4 EXISTING CONCRETE SLAB I I 'I 8 x 8 BOND BEAM STUD WIDTH. (f WWF ON 6 MIL VAPOR I w/ 1-#5 CONT. BARRIER ON COMPACTED ' SAWCUT AND REMOVE I� I GRADE. I PERIMETER OF EXISTING �0" 20"5 DOTING 1, IN SLAB APPROXIMATELY / # WALL STUDS & SHEATHING, wLL 2'-0" FROM NEW •� a.. SEE SCHEDULES 1 & 3. D I} w I (I STEMWALL W v l I � w 1 SECTIONzw I. of I I II 3" CLEAR N.�-3SCALEi 3/4' = 1'-0' J W N w 10"x20" THICKENED II TYP. 0 w rn SLAB w/ 2-#5 I I ( ) I w (� 0> _ - - - _ - - II STEMWALL AT GARAGE _ Nz Q p - - I ,I _ �� o0 U �- ---- --- S ECTION - by . v ' \ I I �-3SCALE: 3/4' = 1'-0' ` i t I I L--------------- .I I I (2)2x8 COMPRESSION RING '/4" STEEL PLATE, \ I EACH - - — { L- - - - - - - - -�- --� - - - - - - - - - - - -� (2)13/4"x11" HIP �I I RAFTER I �� (4)3/8"0x3" FOUNDATION PLAN LAG SCREWS 5 " n (2) /g 0 THRU _ SCALE: 1/4 = 1'-0" PACK STEEL BEAM EACH SIDE BOLTS w/ (2)2x12 AND 1/2" PLYWOOD . w/ (2)'/2"0 THRU BOLTS STRAP CUPOLA TO ' DETAIL ® 24" OC. HANG JOISTS COMPRESSION RING w/ HTS20 \ FASTEN BOTTOM FLANGE OF STEEL w/ FACE MOUNT HANGER FASTEN EACH RAFTER AT EACH CORNER BEAM TO DBL TOP PLATE W/ TO DBL SILL PLATE 2)5/8"0 THRU BOLTS w/ w SIMPSON H2.5A 2-MTS20 2-MTS20 U 2"(WASHER AGAINST WOOD, 2-MSTA30 STRAPS / z TYPICAL EACH END. W M _ EACH SIDE OF GARAGE HEADER 2-MTS20 N •` f---�I 13/4"x113/4" LVL 13/4"x113/4 LVL I�_ -I —————————————————————— r ^ ---__—— __—_ -- ---==---=_ I ---------------- --------- ----------------- I v ' > o ----- -- -- w w SW Syy I I t i STRAPPING AT 2ND FLOOR WALL: 13/4"x113/4" LVL �� I I I _ ALIGN JOIST w WALL ABOVE ALIGN JOIST w WALL ABOVE ------------------ ---------- ----- II ---- ----- ----------- _-- -�_ _.__ --- - I OUTLOOKER TO DBL TOP PLATE H2.5A C� o -' ,r-_ ----_----_=_ -:_.� I I III 3 I ------------------ 4 -- -- ___ ------ - - --- - - ----- -I -- ---- -- =- -- I i TOP PLATE TO STUD: SPH4 ®• 32" OC z = 2x AT 24 O.C. I I I I i i STUD TO FLOOR JOIST: MTS20 ® 32 OC (n Q U ALIGN JOIST w WALL ABOVE 11 I I I --- -- w Q 1 { I U w II p m •' I I I•I I I I i 1 _-= =-_--=- j oo i �, j I I W ►� U EXTEND PLYWOOD FLOOR I I x J I t l 1 1 o w I o i i DECK TO END OF i i ! \ + N +� , ! I I = N Q II t m I r�JOISTS, TYPICAL 114 _------- - - �, ��I _--- -_— -----_- i 1 I I I Z. _ ALL SIDES t I j - - ---- -.. I a l I N W N 1-4 I I - ----- --- - a J I I II•I U pl I ® 1w—1 I ® loll-- •II I t � { �' '� 1• � I I I 2 ~11 1 �I X11 � � { I { j Q It t mil i N �1 N t I i , i A31 CUP ® i i S-3 U 11 1 a III I t `� VIII I I f�fij AFTER RIDGE 2 2 8 t I III JI I �, III I I 4i1 (2)2x8 I N N (2) 2x8 { cn . II•II I �I III I I �� U N 11 II O _x111 I I II I I � O N I (2)2x8 s{ - • I� � � nYl I � �' d• I I I I �} �� M I � 1 t ICL 04 x til I' Itoll C14 N --- _ loo I! ! { 'c41�R ------ ------17.1 I iI I I j r------- - ��, _ :_ _ --- - -� I I =Q� , Tom. ► •. :,;. 1 -- - --_ -�--- - ._._— ---- - I I I 2 6 :,AT 24 O.C. 1 I � I B fi 1J ( ,E' 1 OPEN ----------- --------- �__ I iI I I - --------- -- - . I I I I I 111 ------ I �—� �r , 1 1 •r I� rr��E•��tt- r. I� SW -I L-------- ---- --� 1---------------IL_ ---- ---� 1 ' 1----1---�1 I -------------------------------------------- — — _ REVISIONS BY i 1 + ;+ I .. 4\ { I � Ill_j 0?i � I ( Z >U Q m t!7 i Uj Q NZ ! \� 00 + I I V in HATCHED WALLS ARE SUPPORTED BY ' '7 BEAMS, THEREFORE, THREADED ROD ANCHORS ARE NOT SUITABLE. PROVIDE CONVENTIONAL STRAPPING AS FOLLOWS: 6x6 POST w/ (2)MTS12 ; 32" 0 I - - FROM BEAM TO POST TOP LATE TO STUD: SPH4 P C f f STUD TO BEAM BELOW: MSTA30 ® 32" OC I ; HEADER TO JACK STUDS: 1 I 1—MSTA24 FOR 3'-0" WINDOW 2—MSTA24 FOR WINDOWS OVER 3'-0" S_4 - - - - - - - - __ - - - (3)2x10 (3)2x10 SW � ' I 1 3 W .—I— — — — — —L 5/s x12 / GLULAM w/ CENTER 1 ------------ --- ---- _ _ — -- — _ C---- •z- - - - - - - - - - - I�7 �IJLZI 1- L-1I • I -�- L- I _ Ili - - - - SW r I YI (tj � CONSTRUCT 1ST FLOOR (I•� Y�4 SHEARWALL TO UNDERSIDE �I Z OF ROOF DECK I I { N SW M ----- --- - > ------ ---t------- ; ! ��ZZ.�JZY1JZZI•I w I•I i � ; ± I t I �. o J •I ! I ---- t� 1 m i • i ------- - -_--- ------- ------- - I ! I -1 Q U w LJ m 04 N ZQ Fi � II LA lo - - - - -- I•I I•I I•I '�I Iii I,tl � \• - -- --- . _. _ � I I I I 11 H H 'II DOT INDICATES THREADED ROD rl I I t I '+ I J j ANCHOR FROM 2ND FLOOR TOP } PLATE TO FOUNDATION II•I I•I 1•t t 11 III t I (3)2x10 (3)2x10 t I III f = • : �, I •� . . • z ------ - - - - - --- -- - --- -- - -- ------- L---=�__- - - --- - ►p � — — ;. y � K B��R �� E SW SW /0 - 6x6 POST w/ (2)MTS12 Iti ` '" "'•• FROM BEAM TO POST 1 '` �'�' F5 ; S-4 DESIGN/DRAWN DWB/SJR 2ND FLOOR SHEARWALL AND THREADED ROD PLAN CHECKED DWB SCALE: 1/4" = 1'-0" DATE NOTE: LEGEND: THREADED ROD SYMBOLS 04/23 03 1) 'SW' DENOTES SHEARWALL WITH SPECIAL ANCHORING AND BOTTOM OF THREADED ROD SCALE NAILING REQUIREMENTS PER SCHEDULE 4 ON SHEET S-6. TERMINATES AT HEADER OR BEAM AS NOTED 2) ALL THREADED RODS SHOWN ON THIS PLAN EXTEND FROM THE PER DETAIL 7/S-5. JOB NO. M FOUNDATION TO THE 2ND FLOOR DOUBLE TOP PLATE. 3) STRAP ALL 2ND FLOOR ROOF TRUSSES TO DOUBLE TOP PLATE TOP OF THREADED ROD SHEET WITH SIMPSON MTS12, EXCEPT AT HIP GIRDER R22 USE 2—MTS12. • TERMINATES AT UPPERMOST TOP 4) ROOF FRAMING SHALL BE PRE—ENGINEERED WOOD ROOF PLATE. TRUSSES. SUBMIT SHOP DRAWINGS FOR REVIEW. TOP OF THREADED ' ROD S 2 5) UPLIFT CONNECTIONS BASED UPON ROOF TRUSS SHOP O TERMINATES AT INTERMEDIATE . DRAWINGS PREPARED BY RIDGEWAY ROOF TRUSS COMPANY, JOB LEVEL. 03177, DATED 4-3-03. SHEET 2 OF 6 - o _ 2 /, REVISIONS BY S-4 • W i SW (2)2x8 COMPRESSION RING -- --- V4" STEEL PLATE, EACH SIDE (2)2x8 HIP ox i; ; ; r; RAFTER 2ND FLOOR FRAMING, 1ST FLOOR SHEARWALLS AND . Go '•`'' 1 ° ° THREADED ROD LOCATIONS ' ° ° I STRAP CUPOLA TO ' u 1 I I COMPRESSION RING w/ HTS20 SCALE: 1/4" = 1'-0" I I I " AT EACH CORNER (4)3/8 EW FRAMING NOTES: (SEE SCHEDULES ON S-6) h I I LAG SCREWS (2)5/8"0 THRU ) TOP OF BEAM EQUALS TOP OF FLOOR TRUSS. 1 FLUSH BEAMS ARE WITHIN THE FLOOR SYSTEM ie, • I t I I \ BOLTS - 2) "HEADERS" ARE WITHIN THE WALL AT THE ROUGH OPENING, SEE SCHEDULE 2. 1J --- _ _.- 3) "DROPPED" BEAMS ARE BELOW THE FLOOR FRAMING. DETAIL / I ! • -_ -=C ,_ I•I _- �_- __ ; ! 4) -POSTS- ARE "WITHIN THE WALL FRAMING BELOW. NAIL MULTI-PLY POSTS PER DETAIL 9/S-5. I ► I t ' ��J u" S) SHEARWALLS SHOWN ON THIS PLAN ARE AT THE FIRST FLOOR WALLS PER SCHEDULE 4. FOR 2ND FLOOR SHEARWALLS, SEE SHEET S-2. ) SOLID DOTS IN THE WALLS MARK THE LOCATION OF THREADED ROD ANCHORS, SEE LEGEND AND SHEET _5• ( 1 I ; ' i r Ij-•-II F-1 7) HANGER AT 2 PLY 18" LVL, HHUS410, TYPICAL. I•I 0 8) STRAP ALL 1ST FLOOR TRUSSES TO DOUBLE TOP PLATE WITH SIMPSON MTS12, EXCEPT AT HIP GIRDER R9 )2x8 �- i i USE 2-MTS12. FASTEN EACH RAFTER 9) ROOF FRAMING SHALL BE PRE-ENGINEERED WOOD ROOF TRUSSES. SUBMIT SHOP DRAWINGS FOR REVIEW. A/ w� TO DBL TOP PLATE I I 00 °p EXCEPT AT CONSERVATORY PROVIDE CONVENTIONAL ROOF FRAMING SEE PLAN. W 1 I I A34 CLIP x x • W w/ MTS12 H N 04 N OPEN N H 10) UPLIFT CONNECTIONS BASED UPON ROOF TRUSS SHOP DRAWINGS PREPARED BY RIDGEWAY ROOF TRUSS >v I I COMPANY, JOB 03177, DATED 4-3-03. QQ �'I I HIP GIRDER R9 I t ! m - -- -- LO r_. ._. 1 xCl - Q .. I • t I tI - -- - - - - - -- -- -- - -- I I JW i x 11 I 13 i t t 0_j C1 (I I t I (n - - - - - - - - L'J Lli --� lJ.l- ! U> Q �Z !la•I ATTIC TRUSSES I C�; ON U - - I CANTILEVER JOISTS - I FASTEN TO TOP BUILD TOP OF 1ST FLOOR_ ► N I 1 t' �I;1 I I•tI; PLATE PER .DETAIL I- � WALL TO UNDERSIDE OF I I I -- ----:_ I f t I I JOIST IN HIS REGION of 6x6 IIIo IIIo I , � 6x6 POST ABOVE 5 jt I t � 2 (BEAR ON JOIST) I I I¢ I I I¢ S-4 ® PATIO , SPAN OPENING WITH 11 1. I- (2)2x6 POST i I t-t I j I BELOW w 2-HTS20, I FLOOR TRUSS I I --' � � I- HEA ER -_} I II L _ _ / j___ I BEAM TO POST E S - - - - - - i ;j i--'-- - - �-� ' SW SW j - - -- sw - ;- I t• �� L 2 13/4 L�- y- I -i .- - - ---- -!- - ---- ------------ -- --- ---- -- - -- - - ------ � - FL SH IW - HEADER HEAD R HEADER SW5�_ LOGGIA _ , (2) x6 POST t I I CANTILEVER i i`'' 4)2x6 j POST BELOW I 4x JOIST 2'-9" C I 2)2x POS LOW w/ I _ t ELO w/ 2-HT 20 FLOOR TRUSSES w 4-HTS2 Q BLAM TO POST I N I -HT 20 -' I r) 2 U it I - N 1.1 - HTT16- 0-P' ST -TO' FOUNDATION '- 2-M TA25 TO -P _ CONSTRUCT 1ST FLOOR .t� _ S 4 z SHEARWALL TO UNDERSIDE h I t _ _ _ _ _ _ _ _ i ( 2x6 OST JA K S DS = I Ip o0 cn I•rl w � I I I ? 0/1. x177 8" GLULAM w/ CAMBER, FLUSH B LOW / Q F "� OF ROOF DECK I SII �I N t I 2x6 LEDGER > 3 HTS2 .t � I I U 1 I J :'f l ''I I t S 2-HTS20, BEAM M w/ 3-16d ® 1� SIMPSON 'EG7' HANGER-J HA R 2x6 LEDGER I TO POST t 24 OC t W T- rl �w w/ 3-16d 0 I I,I w ¢ x > Ia I 2x6 ® 16" oc i 1 _,� - I-`- J - " 1.t w 0 (2) x6 S B 24 OC o POS FR FL SH I 2_1 /4 x18 LVL, FLUSH O m U- (3)2x6 POST II"' I II 3 • 1 I I BEM TO HEA ER I I N PLATFORM FRAMED Itac��. � � BELOWw iIN z = BE OW. -HT 20 2-MSTA24 TO V) ¢ • ! I I x 3-HTS20 j OP & BO M 1 t✓- JACK STUDS I' (2)2x6 POST �/ W w 2x8 SYP#2 STUDS 0 �� OPEN i__ __ -__ __ ___ _ BELOW L.L. p m N III"' NON-BEARING r I I w - 16"oc, ONE PIECE I ►i I C. 't i I 'j I I I� HT AT ! I w BELOW I 1 I „ I cn N to-- FULL HEIGHT ' `V , to cv z p I i 1 EXTERIOR WALL OF w i _ ____ p I j i ff EXERCISE ROOM _ _ _ _ ___ ¢ --—--- - - LL_ I ao I, t- t t; i, w I ( 1 Q 1 OP N _ I Ilto ' = S-4 SIM U 3 I) IttQ I I tW I - �- - �� • _ _ I cn I F CANTILE 3 FLOOR ,� ---- _ _ _- vi HEADER I ----•- ---__-- ;-- ----;----__-- ---J I Iw I �- - --- - 2x6 LEDGER- ? d t I I TRUSS A LANDING �¢ IIS Li 2x_ LEDGER I I• - EADER 7-771r --- - -- EADER - ao t �� w/ 3-16d C�➢ L •t I I w/ 3-16d 0 .I� I. �; V) jl •i ^� -----I• 24" OC II -- t t 24 OC I I I: `t _ I� I� I w X8 JOI TS 0 2 9" O.C. w HANGER I ItIW �' I �' to HANGER = I w Iltw o to o w o III< IW 1 w tw - 2-13- "x18" LVL FLUSH �` j w �tj= I, i� •I 18" I- OIST or LVL 0 4" 0 k • ;' S-4ch I I I I IHrK B# -- 6E' _ J _ _- . _ .._.. ._.,. _.... _... ._... =- - - ---- ------- - -- _ �._____ __. _._ __-- --- .------ - re . _--- ---- - - HEADER � _ _ HEADER _ SW 8 OPPED BEAM 8x12 DROPPED BEAM SW HEADER W HEADER - - - •. .• � = �E�R%1 2. 1 '/4"x18" RIMBOARD I 2 / S-4 AT WALKWAY FRAMING DESIGN/DRAWN DWB SJR x10 LAG 6x6 POST ABOVE, BEAR / S-4 3/8" ON 8X12 BEAM, STRAP BRICK COLUMN BELOW, FILLED SOLID �- -- -- - --, I CHECKED L 4x8 JOIST SCREW RECESS w CONCRETE AND REINFORCED w TO BEAM w/ 2-MTS12 / / �--- = - ------ - DWB IN J01 T 2-#5 VERTICAL. EMBED 2-HPAHD22 !. ..__-. ___._._ _. .-_! j DATE Lr STRAPS AT TOP OF COLUMN TO FASTEN ---- - ' - - 04/23/03 ' 8x12 BEAM. j LEGEND: THREADED ROD SYMBOLS SCALE I BOTTOM OF THREADED ROD AS NOTED ' I Q TERMINATES AT HEADER OR BEAM roe No. Y ; _ _ PER DETAI 8x12 .BEAM L S 5. SHEET TOP OF THREADED ROD • TERMINATES AT UPPERMOST TOP \ i JL PLATE. DETAIL / TOP OF THREADED ROD TERMINATES AT INTERMEDIATE _ LEVEL. SHEET OF 6 ' - - - '. . - - •. - :<.;_:•_ ...:--•--z^�.'� _ --`__-:_moi-"j:_zs ... ' g- 27/4`N / N / N = 15-0 6-2 's: 4 = _ 6-2Nmg '?:_..., ! , 4 GONG. SLAB AT STEPS LOCATION _ - ,. L` - - . . - - - - - — s _.__. 4'.•ci•.isjiri?{3.-1_;__; , �.f.i..i-"•8.__.�3c—I y: ' t = , - . :.. - '. ., a ......' _ - - - %•say-S'7, - ........... ........... J 16'-6" ARCIMCTS CRAFTSMEN _ I Pt rw4etI FloI.ace 1 I I ( I I N 200 wharfaicie Way t p Z I I 1 4" 1 1 I Suite 200 Jacksonville, Florida 32207 U. z I FOUNDATION FOOTING W I ( I 1 I ( BELOW Office: 904-398-5775- `^ 4" THICK CONGR M ON - — - — — — — — — — — -� Fax: 904-398-5350 z �— -�--1 6 MIL VAPOR BARRIER i REINFORCED W/b' x 6" 1 :10 DENOTES EDGE OF - --- -- -- -_1 w1�or+. OVER WELL Compk TED WWW. 50MENARCHITECTCOM t— — — — GLEAN (910% COMPACTION, FILL TYP( O I 8" CHJ WALL BELOW CONSVLTANTS 1 4'-52" 14'-7 " 4'-2N o Z 54 I I I I " I CONSERVATORY FOU ATI N FOOTING I I I — GONG. 5LA8 AT STEPS LOCATION {.- — } W - 11'-9" Q - I SAME AS MAIN,HOUSE > TES 6E OF ( 1 I - 2 N 7/-5" zN o COf CREM SLAB ► l — n — — — — I I 4" AT STEPS LOCATION 8• 11mWj BELOW I I 1 I = I Z M 1 HN I ( - a Z I 4 N I I L - - - - - - - - - - � p I 1 1 11 I N I I :- -- Z CL � � - - - - - - -- - - - - - - - :--- ARCHITECT SEAL• i 1 a V COURTYARD —1 5 N ODo in ° -- - -- ---I 25' O" 12'40" 14'-6"Cz a 1 a N 1 1 I ; coW 14 FI N __----- r N -t _ ° ° ° r REVISIONS: 6'-114" I - J I DATE ISSVE o I - - - - - - 1 - - - - - - - - —T -T- - - - - - - - -1- - - - - -t— - - - - - - �.d 11/27/02 PLAN REVIEW W 28'-O " o 23'-74" T 13'-32" 8x16 G PIER 1 9" I �' 12/4/02 PLAN REVIEW 41 T T Ln in 12/9/02 PLAN REVIEW K, ` I 12/13/02 PLAN.REVIEW in 12'-11" M� II 12/18/02 PRELIM VARIANCE REV uj ►n 3N I_ I I FomATI N IN6 I FOUND ION IN6 1/8/03 KITCHEN REVISION Ib�GNWUI I BELOW 02/03/03 : ELEV03 IATION REOF VIEW?', . W I ( 2'-6" x 2'-6" x2/12/03 ' KITCHEN REVIEW } �y W/ 3 EACH Y I FINISHED WOOD fL00R _ - 02/24/03 MASTER CLOSET5/.BATHS I I --- ALIGN w GLUE M � ELEVATION PV 3/4" PLYWOODJJ Ei�� F.F.F — — 03/06/03 CLIENT COMMENTS I° SIN I I 0 GH GONG. SLAB FLOOf� — -�— — I 8' GMU WALL ; 1 " M 4' THICK CONCRETE SLAB ON 6 8 -_I -.-- I 6 MIL VAPOR BARRIER 2'-b" x 2'-b" x I' THICKENED SLAB U- — — 12'- — 1 REINFORCED W/b' x b' 10:10 y�/3 #5 EACH WA I I S4 I S4 N THICKENED KENED SLAB I I ( 1 N VVWNi. OVER WELL COMPACTED WOOD 1 1 o GLEAN(40% COMPACTION) FILL TYP. z i 1 - - - - p I I M 1 -ui F.F. AT MAIN HOUSE+ 0'-0' N ° 1 1 10"D x 20"W THICKER S � 1 1tn = I 1 = `- o ABV. F.G. + 26' - -- --— I W/2 #5 CONT. , � I i 5'-9" 8'-4" 3'-5" t� I LEGAL DESCRIPnON: - - - - — 1 I I - - - 8x16` G1MJ PIER N -- - ----1 - - - - - - - - - - - - - - - — � � L - - - - - - I -- _ _ = i- - = — 7 CADD VSER ID: k-" PAA i I W W 141, 1 1. I - 14" I > � I 411 uj d I 4 ui W a W I i W 3 1 I COVERED PORCH ; I I I I I I E: ISSVEDATE: 1/4"W-O" . 04/25/03 I 1 1,S4 I PROJECT PHASE. s r 1 p 1 L — - - - - I - - - - - - - — � - - - - - - - - - - - - - - — - - - -- - - - � I - - - - - - � I DESIGN DEVELOPMENILT Z p d s '�, I I Project No. 2002-023 ri WORKING 1 iPOINT 1 0 CARITHERS 1 I � LLJ � � � i � •� - -- - -- - -� I ;� RESIDENCE s 1 o a PATIO o a = - - d - - O I I _j H I cQ ;0 ;Dr J cV NEW ' ESIDENCE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - � 4' GO> AT STEPSLOCATION t. �— — --- '-4" 5'-6" 2'-4" 223 Ocean Boulevard . iLo;t�oY' Atlantic Beach, Florida FONUN D . � . FOUNDATION PLAN. 11-4 17-6 i 22'-0" 17'-6" 11'-4" 1/4 -1 T-O _ FIRST FLOOKARj A. 69 3 p 79f--811 . - - _ - --" - . : .. - - _ - •..-. _ Ze r ...�hres.++xiF:'3.:xx?-'r:4i ci:3_:;..-:_r.. . I, I - _ 1 - -. 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S I = I l ` I 02/12/03 KITCHEN REVIEW , Lu cc - N"'� 1 03/06/03 CLI ENT COMMENTS +%o AFF. o I \ - 1.2 \ Il 16 I W � ' _ _ 1- I I I I• I I I b - - U _ 3 -- -' LEGAL DESCR1P710N• o V CADD USER ID: PAA Q SCALE: ISSUE DATE: I 1/4"=1'-O" 04/25/03 _ N �' I \ — — — — — PROJECTPHASE: CONSTRUCTION DOCUMENT, z o — Project No. 2002-023 Q • g CARITHERS RESIOENCE NEW RESIDENCE 223 Ocean Boulevard Atlantic Beach,. Florida.- OFLOOR E LE TfZI .A SECOND FLOOR SECND C CA ', ,.` , ELECTRICAL- PLAN __ _ __ _ _ _ _. _ _ ._ _ ____ __ . . . . - .. . . .. . .. E - - - - _ - = =s.- .� - : - __' .-'' _ - f . - - . - : :,:, - _ - -- , _ . .. _ '.. - fix. �..:... rx{�•.S'�E xG�:.:�= � 3a :3:13 ..L tSg.:�dt .v.F. aryxY. +- . - .� -- c_ �u=:gca•�� - 'z T^sr a ...' 'r_=i - _ _ - •. .I .1 - -- ' -r.:_:. ,- _arca•i'Teiaa-r... ' - - - _'- _ s_i. :...v.T _.._. ', c. -_ - _-}mss•: '• .. = - - _ -:YT4Tq:s_i'3w'xx'fi7_:)a _ - .. - , 'apE4Yi•iy52 :.- >rsS'!'ris3_--rian_-- . ___ � 11 '. 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I 12/18/02 PRELIM VARIANCE REV . � / I I � , 1/8/03 KITCHEN REVISION: . W I \ / - -- - - - - �� - -- - - - - - -- -� 1 _ I I I I I ' . �'\� 1/14/03 • REVISION5 OF 12/18/02' , � cam `� , - - - - E --- - - - -------=-1 --J I i I I \ 02/03/03 ELEVATION REVIEW � O0 i 02/12/03 KITCHEN REVIEW S / ( 1 I IE I 11 . . . >_ o (,,I 'll, \ `I I I \\ I I 1 ( - \\ 1 - 031061032 /0 ,MASTER CLOSETS/BATHS �. id - 0 i. 1 I� I I I \ I I �\ Q� . . CLIENT COMMENTS. -: .,: I j - - -- - - - - 0 . - ] - \ �. E \ w ' I I I � \ / . F :(a:] I I � . � . 1= \ \ I % . . . //% - - I ( , --j------ --� 4 \ il . - \ \ ,\ ,2 - Q. f �/. . � . °z -1 I I I \,�_ \/ . \ _ ' . � I .. J� I . ., . I - . > . I / _ - I' {- - -- - {- }' -- - - - - -' --- - -- - -. - -� - Il I I6 1 14 13 12 II i0 9 - -� - - -' . - oz __ I 11s r /_ -- - -�- '__ - - --- -� - __ . * I . I . . � . I � . . . . % I . �' , I . I . 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REVISIONS: o DATE ISSUE . 1/22/03 CARRIAGE HOUSE,REVIEW 0 02/03/03 CARRIAGE HOUSE VARIANC v uj te Z w IZ IZ u IZ b LEGAL DESCRIPTION: - oa o0 — - --- --' u u u u u u u CAPD USER 1D: TOP PLATE 3. 7-6' A.F.F. _—_ - - ----- - --- -- —- -— - -- . ----- --- - - -- - . --' ; • PAA MSCA Q WINDOW HD. - - LE: ISSUE DATE WLLIH I 1 11 FI :1 v 04/25/03 PROJECT PHASE: Y CONSTRUCTION,DOCUMENT LiProject No. 2002.. 023 : s - -- ---- - - --= - - -- - - ---- - - - - _- ----- - • U - CARITHERS.. ' . RESIDENCE CCARRIAGE HOUSE FRONT ELEVATION ARRIAGE H ZEA'R ELEVATION . ; • ; -;:. t•. , NEW RESIDENCE . 1/4'-V-0" 1/4 1 -0 223 Ocean Boulevard Atlantic`Beach, . Florida CARRIAGE HOUSE ; ,. . : � . , - � tea. . � • ELEVATION -__ _ CEVE...... ......... .... .................. H - --- - _ - - ...__.._._ - __ - _- __ ...r.o . .. ..... . - ` . :e.� -_ - �— ..........'k-E .. Y:_:r_. ......... _ ........._.. n , ... ....... ........ .... ..... o r ............. .. ......... LA. CC ARCHITECTS CRAFTSMEN o Rivarwal�C " Plaice . , 200 Wiharfside Way' v Suite 200 Jacksonville, Florida 32207 z o Office: 904-398-5775 Z Fax: 904-398=5350" WWW.SOUTH EMARCHITECT.COM o oc CONSULTANT'S a O Z Q m O Z Z ARCHITECT SEAL• w O 0 26'-10„ 39'-O" I I _ o 33'-6" I I 13' O" 26, " o ' 11'-O" 2'-0" 9'-O" 2'-0" 12'-4" 9'-O" 3'-4" 9'-0" Z2'-6" ! m= Q REVISIONS: d m )�2 Q ( v DATE ISSUE v ( I -4• 10'-10#' 1'-8' 10'-10' '-4 1/22/03 CARRIAGE HOUSE REVIEW o ' o I ; 02/03/03 CARRIAGE HOUSE VARIANCE LLJ " ui r� •a _ 1 1w. X 30 I r i_ n. I- r 8�- Y I - GD.9-0 x S 0 GD.9 0 x 0r , GD.V-0" x W-0" I I i I � II I II i I `Z ( I Q x x oc I ' I II o STO RA E c" I I GAIZAG E Z O I i x '� i �o O O I I Q LEGAL DESCRIPTION: II I I I I II I v II I x I . ----- DN - I I 30 68 I I O I CADD USER ID PAA N ---- -- i I x I 'cz 16 68 16 68 SCALE ISSUE DATE: ' 04/25/03 I I I 1co N Lna CLOSET PROJECT PHASE CONSTRUCTION DOCUMENT• — pL 1 -- --_ _ _ _. _ �-- -- ---- -- - _ _ _--- - -- ---- , ' --�-�-- --- ---------- - t---- - SHELF I Imo. x 30 Project No: 2002-023 I N d � � 30 68 I _ ) t - . . - - -��_1r" - - - - - - ��_'T„ - - --�- - -- -- -- -- - ♦ - 80.36 x 66 R0 38x81 �- 2 10 3" 2 ! I ` -- J _ CARITHERS. RESIDENCE 111-0" 22'-6" ! 6'-10" 15'-8" Y-6` 1 33'-6" NEW :RESIDENCE 13'-0" 26'-0" 1 3T-0# TT 223 Ocean Boulevard: •': Atlantic Beach, Florida , a `, �� • .. r j, CARRIAGE HOUSE ' ' - - +,� CARRIAGE HOUSE SECOND FLOOR PLAN CARRIAGE 'HOUSE FIRST FLOOR PLAN .* � : < .• � FLOOR PCNs 1/4"=1'-0" 1/4"=1'-0" Y .� F - _ -=r:- Y OOD ROOF SHEATHING � - - . . - -- - - 0 3/4 GDX PL W - 4 x .a'v • - - ==- - - -- - _ CEDAR ROOF 5HING E5 L APPLIED OVER VER5A BA5E 5HEET • 12 Z , _ c 2x6 TOP CHORD PRE-ENGINEERED ROOF TRU55EB AT 24 O.G. - - - - e ARCHITECTS CRAFTSMEN - FRIEZE BLOCK W/ VENT Ri�erwalh P12c@ 2x WOOD RAFTER GLUED NAILED TO - 200 Wh Irfsicla Way Z Suite 200• PRE-ENGINEERED WOOD TRU5E5, Jacksonville, Florida 32207 zLAP EOUAL5 TO MIN I 1/2x OVERHANG TYP. \ \ �. POLYICYN NE IN5 ATION kn Office: 904-398-5775 oI2 AT MAIN H UBE Fax:. 904-398-5350 Z TRIM RAFTER TAILS DOWN 5/8 AT TOP WWW. SOUTH ERNARCHITECT.COM CONSULTANTS CONT. METAL FLA5HIN6 PL. HT. Ix2 1/2 CONT. F.J. CEDAR TRIM • 5/8" GYP. BOAR } CONT. 5/8 " BEAD BOARD o- PLYWOOD 5OFF I T BOARD. (2) 2x6 WITH TO PLATS RE I NF. W/-TOP RAPS CONT. 5 4x l 2 FRI EZE , BOARD I Z G / TYP. OVERHANG AND HERRI CA GL I P5 Q� (SEE 5TRUCT AL PAC-7.5) - V ARCHITECT SEAL R-11 KRAF FACE o N5ULAT N BATTS - W it ' • 0 1/2 YP. BOARD � . 5 REVISIONS: DATE 155VE r 11/27/02 PLAN REVIEW 12/4/02 PLAN REVIEW v 12/9/02 PLAN REVIEW o 12/13/02 PLAN REVIEW Uj 1/8/03 KITCHEN REVISION /2" GDX PLYWOOD 12/18/02 PRELIM VARIANCE REV W _ 1/14/03 REVISIONS OF 12/18/02 SHEATHING 02/03/03 ELEVATION REVIEW 02/12/03 KITCHEN REVIEW 4x4 PT WINDOW BILL ct W/ CHAMFERED GUT AT TOP o 2x6 WOOD 5TUD5 TO UE AND GROOVE SET @ 16" O.G. W/ PLYW OD DECKING R-I� KRAFT FACED (STURD i FLOOR) - BATT INSULATION. f�\ GLUED A D NAILED - IN PLACE. LEGAL DESCRIPTION: Z HURRICANE 5TRAP5 ( '-6" DEEP: F DOR TRU55 BETWEEN FLOORS (SEE 5TRUCTURAL DW 's) + z 2ND FLOOR o CEDAR 5HINGLE 51DIN CADDUSERID z PAA v - SCALE: t55VE DATE: Uj 3/4"=1'-O" 04/25/03 x • � � /� ' , ter.. �� ,. , PROJECT PHASE: z \1 CONSTRUCTION DOCUMENT PL. HT: Project No: 2002-023 M 8 CARITHE-RS - (5y, . OARDRESIDENCEBRICK PER 5PEC. NEW RESIDENCE Boulevard TO USE PEEL 4 STICK 223:Ocean ( 2x6 TOP PLATE o ,j Atlantic Beach, Florida 4 ROLL AROUND WINDOW F •I�'' "''• 'r (TYP.) - ' SECTION'S ' R-I KRAFT FACEDETAIL INSULATION BATTS f �Z? •': ' :5' 5 1/2 -GYP. •BOARD - .. , i �f su_{ • _. _ >_rx.. :.:.cid :?'��ir W CH - - - -.S J--i - � .. � � =_,= ma'''y. ''�i4�_--'� -2 -� • ^:in _ ...... .... . .............. ......... ............ ............... .......... .......... M.71 / .................... S ARCHITECTS . CRAFTSMEN 1/2" GDX PLYWOOD F 1iverwall!C Place . : ' .200 Wharfside_•WaY' I/4 GDX PLYWOOD ON 3/8 Suite 200 Jacksonville. Florida 32207 BEADED PLYWOOD AT TAI L5 z • Office: 904-398-5775 Z z 1x4 PT a WWW. 50WHERNARCHITECT.COM 0 3/8" BEAD PLYWOOD I CONSULTANT'S 4 W/ B ATTEN5 AT 4O.G. l s o • Z 31. 3 1/2" GROWN MOULD 3/8" BEAD PLYWOOD I x a" 1/2" FRIEZE Ix12 FJ G Z - -- 5 1/2" GROWN -MOULD Ix FJ C BEAM BOTTOM 0 z Ck OF BEAM s COLUMN 2ND FL. Q . z C-ALV. FLASH I N5 BETAEEN 15 CL CMU COLUMN HARD 1 BOARD ON 2x4 BASE BOARDARCHITECTSEAL 12" 50UARE COLUMN SMOOTH VI VULCUM TOPPING ON 1/4" HARDI BOARD VULGUM TOPPING ON 1/4" HASR-011. BOARD ON 2 x6 V JOINT PT DECK I N5 2x6 JOINT PT DECK 1 NS o WHITE EAVE DRIP W • g 5 ALV CAP FLASH I NS N STEP DO N b- � SLOPE REVISIONS: DATE ISSUE W ii " 11/27/02 PLAN REVIEW V12/4/02 PLAN REVIEW 4 X8 12/9/02 PLAN REVIEW o , 12/13/02 PLAN REVIEW 12/18/02 PRELIM VARIANCE REV ' 1/8/03 KITCHEN REVISION LLJ�c 1/14/03 REVISIONS OF 12/18/02 x8�� 02/03/03 ELEVATION REVIEW ui A �, } 10 -1 1/2" � ' ``. i �� , �,� `',I � � `,,� �� i— " � 02/12/03 KITCHEN REVIEW - _ �' - / 10 BTM. OF LEDGER TOP OF T.P. FROM F.F. 4x8 CEDAR BEAM (SMOOTH FJ CEDAR BAND ) I f r- z W W 4"x8" LEDGER BOLT BLOCK A5 REQ. P05T ANCHOR FOR 4X4 TO BEAM Cz STUCCO TO UNDER51 DE OF LEDGER LEGAL DESCRIPTION: `' S ALV GAP FLASH I N5 Z - . SXI2 BEAM CADD USER ID: PAA W PRECAST CAPITAL LE: ISSUE DATE 3/4"1_011 04/25/03 PROJECT PHASE: Y i " CONSTRUCTION DOCUMENT -4 50UARE COLUMN BRICKF Z . Q 6"X6" PT P05T Project No. 2002-023 ri u CARITHERS , 0 RESIDEN-CE } NEW RESIDENCE - E3 5EC223 Ocean Boulevard fi10 A -: Atlantic Beach, Florida - SCALE: 11/2" _ �, - - , 1�-G SCALE: 1 1/2" 1' 0° :' �Ij. A . 4 594 ,; ��"� SECTION S z� >��, _ .<< , � � 1 & DETAIL lei. - -- r - :. --- --- .__� _�_.�.------- -__ _.�.._---- --------- ______ - — _ _ __ :�:r.,.as-x :'fes•-''�.;�z� - - . _-------------- ------- -- -- --- -- — -- _—- ---- -- --- - —-------- ---.—._.... n __ ___ rx::�r-. .. .. 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SOME.RNARCHITECT.COM CONSULTANT'S ' 0 L___1 L I o j ' ------- - -- - 0 — -- S -- �� --- ----- ---- ---- _- :- - - -- - -- ----- --------- ARCHITECTSEAL• i I , • tu tu LLILLI - -- -- - - - --- -- --__ -- ---- — --- Cx Ek_ __ - REVISION5: DATE ISSUE f 11/27/02 PLAN REVIEW 12/4/02 PLAN REVIEW ---- --- -- - ---rulI �_: �= - _=-- - --- ----- - ---- - – - - ---==- 12/9/02 PLAN REVIEW o - - --- -- - 12/13/02 PLAN REVIEW • � _ _ �� - - LOCATE (Z) 4x8 AT CENTER ABOVE POSTS LOCATION 12/18/02 PRELIM VARIANCE REV1/8/03 KITCHEN REVISION — – WILT WALL AT GREAT ROOM TO BOTTOM OF DECORATIVE BEAM -;;'\ BOLT 4x8 TO SIDE WALL AT EACH END CENTER 4x8 JOIST W/CENTER OF POST ABOVE 1/14/03 REVISIONS OF 12/18/02; 02/03/03 ELEVATION REVIEW . 02/12/03 KITCHEN REVIEW _ CL Q i I LEGAL DESCRIPTION: Z -- - i ICADD USER ID: v i [PAA SCALE: ISSVE DATE- ' 04/25/03 PROJECT PHASE' o --I► CONSTRUCTION,DOCUMENT , ----_---_---_ Project No: 2002-023 • Q Q _ CARITHERS' ,-----_ --- ---- -- __-- __---_--_-----_------�.�-------- ----------- -�-----�- • • , a•v . 7 R ESID EN E . ,,� TF 7E M F- a f r 223 Ocean Boulevard Atlantic: Beach; FloritE da ��, aG,• SECTION .E ,.. :,� ,, yt;,L7 1 SECTIO N s ' 3/4" -V-O" 5 `3IF 1H, F "r:. � <:�• . __ .. _.__ _.._._ _.._ _- _ 12 trs• a -- - — — -` r }. 'z s iir:^h4. ` 7 \ POLYIC INSULATIO AT MAIN F y d 3 a � $• F. ♦ __ - - - - ARCHITECTS ` CRAFTSMEN FR+ 201-43/4' ivar'wa h Plac@ -- - PL 200 Wharfside Wa Suite 200 - ---- - --- - Jack U. sonville; Florida 32207 } I -- ---- -- ---'-t 1 - -I ��-o' Office:• 904 398 5775 ; TYP. OVERHANG Fax: , 904-398-5350 WWW. SOUTHERNARCHITECTCOM I CEDAR SIDING – O ! CONSULTANT'S - I I , I o I I - Z bxb CEDAR POST A 5.4 o BUILDING OUTLINE BEYOND i Z j ! I i I ' + -- - --- --- 4 TONGUE d GROOVE _ Z I ! IDECKING - i I ► - - S ARCHITECT5EAL ! ! I I ! t RAILIN6 BEYOND Uj Cz i 1 1- - - - -- o I li II II i • I I I ' . I I ! O i i _ -I - ---L i-- _: � _ _1 --�I--' 1-i-----•-�-- - I-I -- I-�----I-" - - � 1- - - - ' 1 ---1------ . I.__ I � _ _I I _ _I � _ _,.1 _-- ! W ---- - ----- - - l2ND FLOOR L - --. -- - l __ ►._ _ _. -- - - - - L -_� - - -- -- - -- - ---j REVISIONS: DATE 15SUE o i o -- --— ---- 10rul '-I " 11/27/02 PLAN REVIEW - -- - - - --- I ------ PL HT 12/4/02 PLAN REVIEW 12/9302 P/02 IAN REVIEW - - EVIEW �. � - - _ � - --- 1� - --_.- - - __ - - - -- -- - - �, -- -- -- - -------------- --- --------- ----- - - 12/18/02 PRELIM VARIANCE REV °` j = -_ ; -- ----- ------ ---- --------------- --- =- -- -- - 1/8/03 KITCHEN REVISION - - - —--------- - 1/14/03 RMASIONS'OF 12/18/02 02/03/03 ELEVATION REVIEW LU 02/12/03 KITCHEN REVIEW 1 , � I z ! I I i I ' ! A !..404 -- __ - --------- - LU _ Cz I i ! I j ' --- -- - --- - -- -- -------- o I LEGAL DESCRIPTION ! ! 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'- -9 RESIDENCE Ill --- -- - -- ---= ---- NEW RESIDENCE. -_ 223 Ocean Boulevard Atlantic Beach,-.Florida ECTION o 4 .I ik SECTION -- D D �° a ► a' J �4 �rry'1 f�-X1`+ ' 1' 3/4 if= 1'-O" - A: 11111 IT'— U t ■ W.. a..._t..._. i t H -_ _ _ _ - z 4 ' -a - ARCHITECTS CRAFTSMEN _ • _ - _ _____ _ ___ .___ -_-._. _ - .-____-_ _. ___.. ___ __ __ -_ ______ -_ ____ ____- _ _ _ _ -__.-_ _ __ ___— __ _ "/er-walk Placa - ! --- - -- -- I-- - - i_- - - ; {-- "- j ,- --- - I - r - ---- ---- - - -- - -._ - -- -.. _ _ _ - -T - - - - -- - -- I�-1 200 Wln'arfsida Way I L, I I-1 LJ j Suite: 200 U_ - - -- - ' - - - - -- - -- - - - - - - -- " -- -- - -- --- - -- - - - -- - I Jacksonville, Florida-32207 W Office: 904-398-5775,_ 1 - -- I _:: _ - _ _ --- I _ _ 1 I I Fax: 904-398-5350 - - - - -- WWW.SOVTNERNARCHITECT.COM CONSULTANT'S I 1 j I ' I Qcc O - ili ' 3/4" COX PL YwooD ROOF SHEATHING - - _ CEDAR ROOF SHINGLES Q 1 APPLIED OVER "VERSA-BASE' SHEET 12 ARCHITECT5EAL• . 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Z I - I w I ' I ; t 1 J i ' I I LEGAL DESCRIPTION: z I I o � III � I i � -.__ _ _ - --�I L- 1/2' COX PLYWOOD SHEATHING CADD USER ID: , II I I � � �. _ it X I I I I I I . __.. I ; ! f WOOD 2x6 STUD WALL G.M.U. "J'BLOCK PAA °4 ! ! AT 16" ON CENTER. LE ISSUE DATE I i I iI BOTTOM SRAP 4" REINF. GONG. I ! SLAB (SEE STRUCTURAL 3/4"=1'-0" IF . 04/25/03 C== I II I j D v z I ! I - - - 'J i1_, __ I i ) PROJECT PHASE: 5 I o I -_ �`. I I I r'_ lo" ANCHOR BOLT CONSTRUCTION DOCUMENT z I-- - - -1 I j ! -- 1 , o — – —-- - -- . - . .._ . .. - - - - --... -- - I �_. I I ,. . e -. FINISH FL. `._.�. Project No. 2002 6' G.M.J. STEM WALL (SEE STRUCTURAL VMS) f ---- M I I r -_ _ z I I I WATER TABLE CARITHERS i THICKENED STUCCOcz O GRADE I - = TERMITE-TREATED 6RANJRESIDENCE — COMPACTED, ----- --------__ --_ _.—__ �..— R FILL s. ' L.A M lit III - - - - Till- — NEW RESIDENCE- ft--��-- __ l� -- �' --_=- -- -It - - - ' --- e. � 223 Ocean Boulevardr Atlantic Beach Florida • .; • 01- i CONCRETE FOOTING W/ _ r s If Y�' (SEE STRUCTURAL DW6.9) -- ---- ►., �t r ;,, • SECTIONS V SECTION -C A , 5 1� = z , • o r Mn, :v=r 3/4" COX PLYWOOD ROOF 9CATHIN6 -_'jar `• -_`-- _-_ CEDAR ROOF SHI .............__ ftL _ __ - .. APPLIED OVER "VERSA-BASE' SHEET _ _� 12 ` �\ - - _ LE b ivI,*s:. 2x6 TOP CHORD PRE-EN611�RED ROOF _ _-_ _ - TRUSSES AT 24" O.G. - `H . \ _ ..._ FRIEZE BLOCK YV VENT y 2x WOOD RAFTER GLUED t NAILED TO PRE-EN&INEERED WOOD TRUSES; - -_ �.-_. LAP EQUALS TO MIN I 1/2x OVERHANG TYP. 12 - POLYIC I TION �� MAIN = O TRIM RAFTER TAILS DOM 5/60 AT TOP AT f CL Lu GOVT. METAL.FLASFfIN6 + 20'-q 3/4" ARCHITECTS CRAFTSMEN Ix2 1/2 CONT. P-J. CEDAR TRIM PL. HT. R i va rwai.I I'r� P 1 ac 8 5/6' GYP. BO Z CONT. 5/5 ' BEAD BOARD - 200 W h arfs i d e. Way. O PLYWOOD SOFFIT BOARD. 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R-Iq KRAFT(AGED (STURDI-fL0 t.,'` ( BATT INSULATION SLUED AND ILEO IN PLACE. w 2x6 TOP CHORD PRE-ENGINEERED ROOF TRUSSES AT 24" O.G. �1 �, 1 HURRICANE STRAPS 1-6 DEEP FL TRUSS FRIEZE BLOCK W/ VENT BETWEEN FLOORS >� i (SEE STRUCTURAL OA Ys) + II'-8 1/4' 0 2x WOOD RAFTER 6LUED d NAILED TO POLYIGYNENE INSULATION 2ND FLOOR u, �, PRE-ENGINEERED WOOD TRUSES; 1 AT MAIN HOUSE gLAP EQUALS TO MIN I 1/2x OVERHAN6 TYP. 1 0o TRIM RAFTER TAILS DOWN 5/8" AT TOP 10'-I I/Z" X. CONT. METAL FLASHING PL. HT. l TE ISsvE 0 1x2I/2 CONT. F.J. CEDAR TRIM PL. HT. DA 11/27/02 PLAN REVIEW CONT. 5/6 " BEAD BOARD _ - 5/8" GYP. BOARD - 5/8' GYP. BOARD 12/4/02 PLAN REVIEW O PLYWOOD SOFFIT BOARD. 12/9/02 PLAN REVIEW GROWN GROWN MOULD SEE INT. GROWN MOULD SEE INT. .�- 12/13/02 PLAN REVIEW' , � CONT. 5/4xI2 FRIEZE BOARD " TRIM SCHEDULE TRIM SCHEDULE PRELIM VARIANCEREV 1 Z,_8 1/8/03 KITCHEN REVISION 0 (Z) 2xb TOP PLATE (2) 2xb TOP PLATE 1/14/03 REVISIONS OF 12/18/02 02/03/03 ELEVATION REVIEW. } BRICK PER SPEC. R-Iq KRAFT PAGE BRICK PER SPEC. R-14 KRAFT FAGS 02/12/,03 KITCHEN REVIEW INSULATION BATTS INSULATION BAITS xoo O 1/2" GYP. BOARD 1/2' GYP. BOARD 3 TO USE PEEL d STICK TO USE PEEL. d STICK iS 4' ROLL AROUND WINDOW 4" ROLL AROUND WINDOW w ITYPJ (`m'J 0 0 o z o LEGAL DESCRIPTION: Z , G z O 1/2" GDx PLYWOOD SHEATHING � " GDX PLYWOOD SHEATHING . CADD 65ER ID z v PAA WOOD 2x6 STUD G.M.U. JBLOCK" " HOOD 2xb STUD G.M.U. "J" BLOCK AT 16" ON CENTER. " Lu SLAB (SEE STRUCTURAL AT Ib ON CENTER " LE: tSSVE DATE: BOTTOM SRAP 4 REINf. GONG. BOTTOM SRAP 4 REINF. GONG. SLAB(SEE STRUCTURAL 3/4'"=1'-O" 04/25/03 - DW6.5) T DW6S) IF PRO)ECT PHASE: 0 10" ANCHOR BOLT 10' ANCHOR BOLT - CONSTRUCTION DOCUMENT: 01-02 Ol_,ON FINISH '.: FINISH FL. Project No 2002-023. 8' C.M.U. STEM WALL ! - LLi i - -} 8 C.M.U. STEM WALL (SEE STRUCTURAL DW6.5) _= N i , � , � - (SEF STRUCTURAL DW6.5) �Tl� _31 r- . i !� I !;1 1 r �, KATM TABLE MTM TABLE THICKENED STUCCO, - CA R I T H E R SE ' COMPACTED, -- _---- COMPACTED II, .. 1 TERMITE-TREATED `DE RESIDENCE 1.,- --- } 1 Ll l_i i I ! 1 6RANULAR FILL. °.A A 1-Li j -— fI1ARFIALL� - _ ml ---- SIT NEW RESIDENCE . . l i -� TMJ � - - t -� ►; . . I�_ �_, � ---f -�-- __ -_-- -_=_ - -Fir , --_--'� _ r-- - - • -__ f 111 __ � - --- -- _ - 2230 cean Boulevard 'Atlantic Beach , Florida • • �• . . T LU,7�0 CONCRETE FOOTING W/ t to • t 0. ,..a.• , ` i l ° s • s CONCRETE FOOTING W/ _ s � . ' :i. ;. y (SEE STRUc TURAL DWG.S) (SEE STRUCTURAL DVV6.5) i ,,�; J (i +, .j �: S.E CT I O N S , : ..,�, SECTION - BL)SECTION A r 3/4"= 1'-O" r 3/4"= 1'-0" u ■ :r;:-,_-.:��•a�si-,rte .-2rrrs .. ' .. -. ... : , cke r r.. f -i . . f•i'" i- t - ' - -ARCHITECTS CRAFTSMEN ,,, Riverwalt-c . Ptace' 200 WhEtrfsicda Way Suito 200. o " Jacksonville,` Florida 32207 . 1 o Office: 904-398-5775 Fax: 904-398-5350 WWW. SOUTH ERNARCHITECT.COM cz0CONSULTANT'S ARCH ITECT SEAL } - . CA �N N - REVISIONS: 0 4 DATE ISSUE it - FH] ® I� 11/27/02 PLAN REVIEW o [OTF[l] � 12/4/02• PLAN REVIEW - - -_ - ---- -- . 12/9/02 PLAN REVIEW. 12/13/02 PLAN REVIEW... --- - - -- - -- - -- --- - - - ----- --- - . ' 12/18/02 PRELIM VARIANCE REV - -- -- - ` --- -' - -- -- - - - -- -- 1/8/03 -KITCHEN.REVISION 1/14/03 ` REVISIONS OF 12/18/02 _= __=-�- — 02/03/03 ELEVATION REVIEW ` - - -- = 02/12/03 KITCHEN REVIEW o _ o d ----=- o co - — ui un ill - - - _ < 21 - _ LEGAL DESCRIPTION: Z � _ __ _ w - _ _ ' _ - -0ul- i i 1 _ CAPD USER ID: TRANSVERSE SECTION /F- F/ PM SCALE: ISSVE DATE: 114 1/44'-11-0" V-0, 04/2-5/03 ,':. , jPROJECT PHASE: . Z ; . CONSTRUCTION DOCUMENT. Ci Project -No. 2002-023:: CARITHERS' .. , RESIDENCE NEW RESIDENCE r�{ 223 OceanBoulevard Atiantic' Beach, Florida s L^.? �► _ - _ - _ � �,. .• ,� Iii. i, , BUILDING.SECTION 71, ' 't 0', ID • - - ' :.. *1H .......... ---------- ...... - a L - - _ ------..... -i .. N © = a r _ _. ARCHITECTS CRAFTSMEN . Riv@rwalh Placa",. 200 WharfsiclQ Wa Y " . • y z Suite 200 , Jacksonville' Florida 32207 i I I ( Office 904-398-5775 N Fax: 904-398-5350 7:12 7:12 Z WM SOUTH ERNARCHITECT.COM• 0 I I n I CONSULTANT'S 7:12 7:12 E ca I ° 0 I ` Q I I L I z ARCHITECTSEAL" p W 7:12 vo 7:12 v '' W ' I m i C4 I oC O a C4 ul __- g o 7:12 7:12 m _ REVISIONS: DATE ISSUE 11/27/02 PLAN REVIEW ' . I I 12/4/02 PLAN REVIEW � 12/9/02 PLAN REVIEW 12/13/02 PLAN REVIEW 12/18/02 PRELIM VARIANCE REV uj _. I �Q I 1/8/03 KITCHEN REVISION o I _ 1/14/03 REVISIONS OF 12/18/02 ' ui _ 02/03/03 ELEVATION REVIEW 7:12 I 02/12/03 KITCHEN REVIEW 2 'yoo .r N Lu ll Cz 7:12 RIDGE 7: RI GE i I I 1 ;1 1 t i I I R G 7:12 — - — c4 L t$ LEGAL DE5CRIP'nON: t 12 . s R. 7:12 7:12 CADD USER ID: PAA I ISSUE DATE., ( 1/4"�('—O" 04/25/03 N PROJECT PHASE: N o . . { r DESIGN DEVELOPMENT — — :� ,;: — -- =� s � . — — — — — — Project .No. 2002-023. V 17ya •, r �- _, /'r•. - ' it^; W/WN.3 PONT CARITHERS f,, R E S I D E N CE NEW RESIDENCE; 223 Ocean Boulevard` Atlantic Beach, Florida ROOF PLAN ��,,U:7D.t ``•.. F. ROOF PLAN. �3 ROOFING: GENERAL DESIGN CRITERIA: 1 . Roofing shall comply with 2001 FBC Chapter 15. Q Codes: E 7-98 ACI RITC NDS, AWPA, APA, (Latest addition U.O.N). 2001 Florida Building Code, ASC ,.; 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. requirements of the authorities 1 . It is the intent of the Engineer of Record that this work be in conformance with all req 4. Asphalt shingles shall comply with ASTM D 3161 . having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means a re and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, _ n ers slab depressions, and itches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type , [..� sleeves, hag p P Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1 500psi). W 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced �--r without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. Q I t an with minimum 28 da compressive strength of 2000psi. 5. All details and sections shown on the drawings are Intended to be typical and shall be construed to apply o y 4. Grout when specified. shall conform to ASTM C 476 Y P similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to 11 s t � 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation w and soil compacting 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 on drawings. Lintels shall be of sufficient size and reinforcement for the given span loading conditions. o specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available a w to the contractor. FRAMING: m ' w o 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building o component arts Burin erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified its com and p P 9 by the plans and specifications. MW w 8. Temporary bracing: Z r zM Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design H � � ° to keepstructure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. Fn II a manufactured b Simpson orequal. `� a 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall b y p of Record prior to commencing work. Z o Contractor shall report any differing conditions to the Engineerp 9 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated. H U_ (Y., 5. Contractor shall provide all fastening devices necessary and suited for each application. W CONSTRUCTION NOTES. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. ° N W } C) CONCRETE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. o Z H 1 . All concrete shall have the following minimum compressive strength at 28 days: w slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NEPA National Design Specifica�ions for Q footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. 1 U_ mil. polyethylene vis ueen va or Manufacturer's registered Engineer. 2. All concrete slabs on grade shall be the thickness as Indicated on the drawings over minimum 6 m ( q ) P 8. All trusses shall be designed and certified by Truss Manu ac g 9 barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" at edges and ends in conformance with ASTM-A 185, or h t 1 LB/CY complyingwith ASTM C 1116. w Fiber mesh Reinforcement shall be used with minimum 2 fiber length a 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at LD . Fill under concrete slabs shall be clean sand free of debris and othdeleterious materialFill shall be compacted to a er eeerous . end reactions of all girder trusses. w W MMS 3 ' density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite G u3;;_J poison before slab is placed. 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. fr' ,. ,,Z Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license ,kt fabrication and r 1• ° to fabricate trusses utilizing the connectors stem proposed. The contractor shall approvea t ,soil or upon soil compacted to a density of at 95 /° of Modified Proctor Maximum 9 Y 4. Footings shall bear upon undisturbed so p P Y I�� g Pdrawings showin size shape and layout. ` �x D1557 for a depth of at least two feet. 2 ) below the bottom of the footing. installation g p Y , Density ASTM ( � � y �� - Dry Y ( ) P 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 HIB 91 . gravel concrete with minimum compressive strength of 2500 psi at 28 days. to their supporting walls or beams with 12. All prefabricated wood trusses shall be securely fastened pp g ' 2955 HARTLEY RD., 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel hurricane clips or anchors as noted in the Truss Connector Schedule. conformingto AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, SUITE 202 (latest editions). 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken JACKSONVILLE, FL.interior wall surface from floor to ceiling. 32257 7. All continuous vertical and horizontal reinforcing steel in footings, beams and Ph. (904) 886-2401 (� columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. STEEL: Fax(904) 260-4367 8. The following minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, jhulseng@bellsouth.net 31 --------------Concrete cast against and permanently exposed to earth. (latest editions). SCALE: ------ ed to earth or weather, #6 Bar and larger. U.O.N.2 Concrete expos 9 1 1/2"---------Concrete exposed to earth or weather, #5 Bar and smaller. a. Welded connections------------------------------ AWS D1 .1 • DO N 2"---------Concrete not ex earth fth exposed to weather or in contact with or e primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 • THIS NOT SCALE 1 1/ pTHIS DRAWING ties, stirrups, and spirals in beams and columns. c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 - .I RELEASE DATE: F: ECEI `,ir_ ED be bent 25" around comers or corner bars with a minimum 25" cirr of ,�T�NT!C B EAC r 03-25-03 9. Horizontal beam and footing bars shall6ui� �iti� zcti,tic lap. (U.O.N.) JUL 15 2004 REVISION DATE: 06-07-04 . Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 10 p p n exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. e{. -� DRAWN BY: Support items which bear o l p �._ - PP APPROVED CF/ DJM II 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CITY Ur Ailgivl1C PEACH CHECKED BY: structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. BUILDING OFFICE J KH 12. All concrete work shall be in a JUL 15 2004 �-_ accordance with "The Building Code Requirements for Structural Concrete", �� i SHEET: ACI 318 (latest edition), and Specifications for Structural Concrete for Buildings ACI 301 (latest edition). �y' Ni 1 c 2" CHERRY LAUREL I � „I 4" LIGUSTRUM 14 I PALM1 I 2",2",2" LIGUSTRUM „ 7f ,> 77 . 14 PALM 4 5",6" !._IGUSTRUM I: INDIA AWTHORN POWE POLE A ,� LEANING LIGUSTRUM 18' MAGNOLIA = ucuSN �0 � x 4„ yL ALM �� 15 PALM • „ ,- ,I PALM 1SQ�' I 1 AGNOLI �r15" PALM9„ PALM S I �: : ��` '� VIM ;.x:, 27" CLUSTER x ARCHITECTS CRAFT&MEN 0 I 6 , 2 LIGUSTRUM F2iverwalk PI -i;a 14 PAL�" � , �� `., --� HOLLY , Z x / (REMOVE LIMBS TOWARIa HOUSE) �.; 200 Wt-iarfside VL ay ° -'� �+ ; I (SAVE REMAINING LIMBS' ;' 14" ALM Suite 200 o � if i I " " Jacksonville, Florida 3:=207 Z 14 P L1 x 9 PAM I� i v 2 ,2 ,2 LIGUSTRUM Office: 904-398-5775 /. Z _ `�,�,,�I/ Fax: 904-398-5350 ® 1 "� P A - _ •c I 4 ,4 , 2 LIGUSTRUM WWW.SOUTH ERNARCH ITECECOM If,�z I LM P A M � k 17 _ CONSVLTANTS x --------------- 8 �—----------g-- ---- 5 2 HARD 00 -- - -- - - = I • WALK WALK "CRATE 3 li I 4 — ------ II IT Z Q I I lJ (V II I I I F1 O LL) 11 i i i ; i 111 III c I I ' 3 —i » t I 1 1 L I -- 1 1 I��-- 2 n 13 A L 3" A L.M I Z I KITH 11 RESID ICE ; I 7f 223 EAN emLE1�'I4RD i -�-- I s " 15 A M _ Ii ;Z 44 E; ARCNITECrSEAL I I O A I - ♦€ I - y ' V I I W • x if I ' REVISIONS: 21 TR LF_Ar�l - -_ � - I :" - S RUMDATE ISSVE ELM _ — --�- x 12/18/02 PRELIM VARIANCE R::V EW __ " 103 CARRIAGEPORV RIANCf - $ $ I "' L 03/17/04 REAR PORCH/CONSERV./ 11=6 _M " 77 7f INT.LAYOVr/CONN`:CrOR I ' .. r ',ZRI��, 2 , 2 LIGUSTRUM ' » " • • I r y EXISTING WALK RI �E • ; 6 " " PALIv� Y O • I ------ -- nA. > • W _ ° 5 �� H0� LIES f� ,_ µ 8 LI VE 13" • aj OAK • P LM " - 15" BAY 29 CEDAR XISTIWG WALK : " CRATE o I�� Oo 2" CEDAR • T __S 17" PALM Uj ILI • - 13 LIVE 7H OL1LYN Y " CAK " LIGUSTR M, QCity of Atlantic Beach Q FRC-POSED 13.66 I INDIA H WTH 0 R N MIX Planning and Zoning Department LEGAL DESCRIPTION: __ K " ENTI Z'r COURT This approval verifies compliance with applicable / li i2 - " zoning, subdivision and other local land V o Q 1 4 PALM development regulations, but does not constitute app Z 1 0 P A;_t�l (CUT) ' " 7f 77 „ ttocal,State and Federal permitting requival for the Issuance of permits. rements pliance " 8 .4 2 3 3 with Florida Building Code and all other applicable LEANING LIG 13" LEANING �pJ of Atlantic 10.8 I 2 ,3 ,5 LIG 8e�at�wBverifiedo':; ,o> ��; $I�'ancoofa v HOLLY I CARD USER ID: Eiuuding Pem,l1. 16" PALM C H E R P,Y REL _ LIG PAA "° a velopment ctor 1 " " PALM_ ;' RIPLE • : 12 MULB RR SAVE " --] ® T�., i- W c� (SAVE) 8 - HOLLY t 1 F- ISSVE DATE• -�'LEAN1 �.o0 11 II -F PAL PROJECT-PHASE: " PROPOSED j:" 1 P%�LNh 4" (CUT) ` 116" P ALKI N — 7DRI VEW,4Y 1 0 - P A� PAV, �\� ;,} F'I E L o I s s!_J F� YEW G - 2 L I 10' SET5ACK Project No. 2002-02.3 $ „ t, � YI - ,h ��„ PAL `t' .� <® � f1 AOR 1=ENC 11 P M o ,� 15 Pfivl 16 TWIN HOLLY !� • ` 3 IG E . - G� ALM CARITHERS } 2" ALM 11 PAL - ,� , ®� ON SECOND STREET o � �� . ,� -_ . . 14 ' :.�ASM ,� ,, �--- �, � � 1 „ A x =- x - s x RESIDEN(-E O x r— x ® y LIG PALM POWER POLE - . 23 TWIN 4",3" 3" 3" x NEW RESIDEIMC:I= t>� 5 LIG _ • - t CHER Y LAUREL ---- - SITE P (PRUN OUT DEAD WOOD) EAD TRUNKS REMOVE 223 Ocean Boulev� ird Atlantic Beach, Flo ida &EG( I � � EXISTING LIG — LIGUSTRUM � BEET WELL I"=10' PROPOSED FENCE LOCATION 2 ' -ro II FENCE APPROACH1"TENT SP1 � WITHIN 10SETBACK MAP SHOWING SURVEY OF LOTS 1, 2 AND 3, BLOCK 28, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, o PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. cq II LOT 4 I w B L 0 C K 2 8 I I I 129.18' (PLAT) I FOUND 1/2" IRON 0.2' N 89'36'29" E 128.15' (FIELD) VIBURNUM I FOUND 1/2" IRON PIPE, NO CAP 18" PALM 12 PALM 15' PALM PIPE, NO CAP O 10 PAL 6" VIBURNUM •Sc� 3.0' ?� 0 0 2 14 '�Or 9" PALM s? (2) 18" PALM 15" PALM 15" PALM 13" PALM O SWEETGUM 14" PALM 27" CLUSTER x � HOLLY 12" PALM °_� a? 17" PALM p 9" PALM `r v LOT 3 O 11" PALM 18" PALM 14" PALM o 21 ELM 0 7" HOLLY 17" PALM 3 17" PALM� 13" ELM Z 15" BAY 14" PALM 0 IK 12.2' 1S w 0 le 0 0 15" PALM �W 16" PALM O 16" PALM W 0� _ — ci � — — Q _ _ — — 0 r�•T•1•7•1 ifc 0 13" PALM 13" PALM 15" PALM -.& 3 - W 0) mx 21.2' 3.1' 14.8' N O M .sem 15" PALM 12" PALM n _� 6" HOLLY-� 7" HOLLY 12" TWIN % 4.0' 1.0' \ cil 0.7' /D-� Z 10" ELM M TYPE 2 15" CEDAR FRAME 'co fV = t J _ Ln GARAGE � _ 0 Ln --� ^ p TWO STORY n O CO17" TWIN D p 10" LIVE FRAME RESIDENCE 10.1 LOT 2 FINISH FLOOR 1'1� � 9 uELM N x p OAK NO. 223 ELEVATION: 15.95 O 24.3' 14" PALM D D D 6" HOLLY 3.4' 15" TRIPLE > m FINISH FLOOR HOLLY 15" PAL 14" TRIPLE ^ (— 0 ELEVATION: 15.43 HOLLY p _. m I.-I � 21" TRIPLE 3.4' u 0 m O ELM 18" PALM 'P D Z p -s 21.5' 1.r 14" PALM* p m O 01 23" TRIPLE 2.2� 0 x TYPE 1 15" PALM 16" PALM s� O `� rn 0 _ _ 23.6' — — — ^ ^ 0 ,.d ASO OAK LIVE 15" BAY S`, 17" TWIN D HOLLY 013 LIVE 12" CEDAR �29" CEDAR b N 11" PALM x OAK 0" PALM* ^ t` 17" PALM 18" PALM r` 14" PALM Nr 10" PALM LOT 1 13" HOLLY 6" HOLLY 12" TRIPLE Ln 12" PALM / 14" TRIPLE 12" MULBERRY 0 8" HOLLY VIBURNUM *,,ZTALLOW 0 16" PALM 15" PALM 11" PALM O x pp 10" HOLLY / 8" TYPE 1 11" PALM 14" PALM / 16" PALM 4r, 1� 8" TWINO 13" PALM r 12" PA �� 12" PALM !� 17" PALM 2" PALM 16" PALM `Or'11" PALM 10" PALM 16" TWIN HOL3.6' FENCE FOUND 1/2" IRON TIE A FOUND 1/2" IRON 23" TWIN X 14" PALM XPIPE. NO CAP PIPE, NO CAP ! 16" PALM 8" HOLLY 10" PALM I HOLLY 1.2' 14" PALM VIBURNUM S 8929'22" W 125.74' (FIELD) 127.20' (PLAT) NOTES: THIS IS A BOUNDARY, TREE LOCATION, AND SECOND STREET TOPOGRAPHIC SURVEY. 40' RIGHT OF WAY (PAVED) ALL FENCE LINES ARE 4 FOOT WOOD FENCE. R r [; E I \j V NO BUILDING RESTRICTION LINE AS PER PLAT. C I TY G Z014 P;C INTERIOR IMPROVEMENTS NOT LOCATED ON THIS SURVEY UNLESS OTHERWISE SHOWN. APR 2 8 2003 BEARINGS BASED ON THE EAST RIGHT OF WAY LINE OF OCEAN BOULEVARD OF AN ASSUMED BEARING, BEING N 00'30'21" E. BENCHMARK USED: X-CUT ON NORTHEAST CORNER I BY; OF TELEPHONE JUNCTION BOX CONCRETE PAD AT SOUTHEAST CORNER OF OCEAN BOULEVARD AND FIRST STREET. ELEVATION = 11.89 N.G.V.D. (1929) THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS THE PROPERTY SHOWN HEREON APPEARS TO LIE IN SET FORTH IN CHAPTER 611317-6 OF THE FLOOD ZONE "X" (AREA OUTSIDE 500—YEAR FLOOD FLORIDA ADMINISTRATION CODE. PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D. REVISED APRIL 17, 1989 �L- ,FOR ATLANTIC BEACH, FLORIDA. ,4;t. 'NOT VALID VATHOUT THE SIGNATURE AND STtRLIENra NL&QREK ,, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLIM.` s$WfW6YOR AND MAPPER No. 5996 LICENSED SURVEYOR AND MAPPER.' _+;'•-' UJ ,\ ING ANN-M APPING BUSINESS No. 3672 CHECKED: BOATWRIGHT LAND SURVEYORS, 'IN'C� f�,�: i , D DRAWN BY: DAF MARCH 18. 2002 FILE: 2002-0275 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 _ -. • - - _-__-_. �. �..,�.�--�.. _ ._r. __- .. . • . i ,. .- _ ' ' . I ___:, mw*_"=�,� . � -1 -1 - 11 . . I I . . - - .. . - I � SIMP�ON 110548 2X4.coNr: _ . � . _3�p_ •� : - THING . eon: : ; �� a-�� ' . . I.11 . 1 5� RIBBON. . - . . L BOARD . . TY 4 • . . - - . . . � . . � . . . . 4 . 1 . uu . . • 1. • , .. . _r : . . - 1. _ _ .. .. .. - - _ _ 11 �' . . , - . . l - 111 - . . . Fo . . 11 - r Nailing: . 1 . . . . . . • See Simpson..Catalog . , - TYP - or Call I-800-999-5099 . .ICA!ENR DETAI! • . - - . . I. . . . . . - L - . . . BEAM BY OTHERS. . . . . - 1. .1 I U . . .1 � : .0 I . - .. . PLM 1NG DR0 • . . • . . . . . - . 1 -1 TYPICAL.BEARJNG,HEfGHT �.' r . - . W • I ^ - . 7116' - 112 1. 1. ..1 . _ - . . - . . EXTERIOR � � . ...,� . • I . .:--<, . SHEATHING I � .� . , *• . I I I. I . . . . : - . � 1 . I 1 . . . . � I I I � I V1 ' ' ' ' ' , , : . I . . I I � � Ul - . I I . , * . . I . . .- - - . . . . I I . � � . I . I . -1 . , -_ , . 1 . - 11 I . . � I - SLAB EDGE T 1. . . . . L I I . . . . I - I I . I � . - I - . I . - I� I . I . � I � -- I I - . .� 1. I, . . .�, i ..< I .. _ . 11 I • - . UH S 11• • � 511EATHING 15 FL 5 WCfHTH� L1 .AB� .� �. .. _ . or i . EDGE THE WA 7 E BEFORE TyEREFORE LLS: N . _ _ - _ � � � - � - _ - : - - M :iii _ .. . - TRUSSES ARE SET-INS I/2,FROM Z. .. . _ , - . . .. . L . ED - . GE OP SLAB.. . . • 3 . . - � TYPICAL WALL.DETAIL ' � . .,.; - T` . . - j . < -� . . .. . . . : . . . . . - . 11 . � 11 ^^// • lY. . . _ • < . . V,. . - . . . . . . C� . - STRONG BACK . Qm . � 0 . - . '. I ... � I � . ICONTRACTOR � - 1 . .. VERIFY CHIMNEY - � m m .►' AREA . om V L . - . r_:�, (,�� . - - _ II - n 1 � .,@ . IG 8 i n . . . . I I I , I 'In, - -- �. I I .11 � I I . . 1. I . 17' ;�_ T 23' 7/ -� -N;�. :0 - 1 -4 - ' . 1 . . -- .- - I . 1 , . . F4 � T - _ _ _ _ • E. , :m . , . � . . - „ i; �� i ice, iii, i i � , . ��, , -� r 1 ��'� � . ___ _ . . -ir � r r � r - O . NAIL TO T . . - J _ option#2: -Z `_`' CONVENTIONALLY VERTICAL WEB: _ . ' , 1. . . . � / - NAIL TO VERTIGA! m :.. - FRAME � , - . - BLOCKI1.NG-ATTACHED 1 a1 . O -= J m � o; TO 51DE OF TRU55 ' ;•m t�V/ m C- U) 2, . cofflq� CAUTION:-- (n . . I. trong-backs shall'be a min.�2XG-, and� . _ J . t` 5 {�: Q . shall be attached wl a min.,of;three 1 . 11 6d .- i : s .'. L -� , nails to a 2X4 vertical'web: Strong=backs J L shalLbe m contact:w+th the.bottom - _ �- - - loz - . 1. _ - J , chord. (n the absence of a vertical`Web a tL J L . - �- . . ca ` verticai Stial(be 5ecured at the F- . - - . of .. . . i ! F3 1 . 5 r .. na+l each en . i 11 top and bottoiYi chords w►th a min.. tw iL i Gd` s;at ea d. trong-backs shall . . . - = _ t 8 FG : be placed aced n m' J 5 - F I 0 tr ' , ' erW+se +" ,1 by the mgtaller.as stip . : J the.truss°drawing, � ess-oth . Lr ch _ f - - , . the trU59 lest nen meer:, v L . . t a . _ _ - specif ed by- 9 9 • . vim- -i STAI R5 _ on:of strong=back5.as - }:: : m m LOW - J e appliLati . m OPEN TO 13E LOW +ll strafed w+11 +d in reducm localized- o 9 . ,- c ; .1. - : -- - eflectiom and bounce; when used:n a` � . V --- . J 1. f oor 5"Stem. 5tron backs:a_ld a load F ,; -• J tem and.act ; . _ : ! : y sharing capab+i+ty to the sys . , . - J Fg as a continuous late bracing for the . . J �- bottom chord of the trusses: �- . . _ . 1 F5 n J . . . . �l _ . I 'll I . . � I . . . � I . . 11 - .. I I I � . . . � � . I - / Z. I / L Pu� Q / . - ,j& IATTENT! � • � � I . I - L . - . . . I I � I � I . . . I I . . . . I . I � I / - I / . - . .1� � I . - I p OPEN TO BELOW wLD �. , l . .. . 1 . ' ' I ,. ." I - � . I I . I"I . . . . _. . .. . � I- . 11 . ..�. ,� I.. 1 _. � . ; � �- . I . l . LIMITED.� I . . .. I RE5PON5151LITY OF ROOF . - _ > LL... TRUSS _ . . . I z > / a _MANUFACTURE ..SEE WTCA o Z I-1995, SECTION 6.09 FOUND iN DESIGN F - 4 - F2 - CONVENTIONALLY MANUAL ` - - . . - 1. . . °o `° FRAME NG FAILURE TO FOLLOW c - 2. WARM i - - CONVENTIONALLY o 3'-10" RECOMMENDATIONS'1N "F118-9I" MAY . . RESULT IN SERIOUS INJURY, . _ l05S OF . F M m LIFE' OR PROPERTY DAMAGE.. .. . RA E I . F I . 3 .CU5TOMER TO VERIFY ` . _ . , - . i 0 � I t , 1.' ALL QIMENS ON BEARING HEIGHTS, 1. - PITCHE5 AND-ALL-.INFORMATION o . w: " i i'-4" 'REGARDING THE DESIGN'ANp fABRICATION . 11 . 22' 17-G . - - S 5Y5TEM. > . . . I'-4" 1 T-6" OF TRUS . . 4. DO.NOT'OVERLOAD TKU55E5 . I. o- - - - a - : wl 5HEETROCK/,5HEATHING OR OTHER E mo - _ 79-8 . = o I BUILQIN , MATERIALS cvCO I _ 5. TRUSSES A E.NOT MARKED IN ANY .� I Q m R . - . A I . .WAY TO IDENTIF/THE FREQUENCY$OR a). � 8, m . ". 1. LOCATION O1+TEMPORAR`r ERECTION o ' o Q : ; . v - BRACING;ALL TEMPORARY=BRACING SHAU_ :. . � .- :: -� " _ . m I1. -- COMPLY WlTtf:THEIATESf EDITION OF Lc I -, 3 . - HER-BY THE TRUSS PLATE. v us a. 1. 1 .1 - 1 11 . . • , I ... 11 t" :;. L AYOUT. � . - I - . . I . ALLDIMENSION5 UND IN THE DESIGN MANUAL: u , / . . tiIB-9,I PUBU 1. . -1 I � '. � � . . I � ''. . . . . _. I M ' ' . OI�T . � TO . �' EASE V ��I . .. . 1 . I .. I I � I - I . . I INS _NG`WALL5'TO.BE.: .9 �, $ _ g ' .., - I I . . �_ I .. I .. . . ., ". �_ I . I . I - + v . 11 -LOAD . . TED�TO PREVENT,LOAD = o ,:. • N " SINGLE TOP-PIA. : m . . - : RANSFER TO THESE W. L x , 1. BE US D�AS SECOND TOPPLATE A5 LONG a� � • • � �: . 1 . - D f �. . . 1. . . - .; %A5 A MIN, CE IS;MAINTAI • . .