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303 ATLANTIC BLVD ROOF18-0100 ROOF/DECK PERMIT5/8" DENSGLASS SHEATHING PANELS SHALL BE ORIENTED HORIZONTALLY (LONG DIMENSION PERPENDICULAR TO METAL STUDS). MINIMUM SIZE OF CONNECTION SHALL BE CORROSION -RESISTANT #8 x 13/4 LONG, BUGLE HEAD, PILOT POINT, SELF -DRILLING SCREWS AT 4" O.C. EDGE & 4" O.C. FIELD. 3"x3"x%4" EDGE ANGLE NEW METAL DECK, cCC DI ANI + 1'-8" A.F.F. TOP NEWUCS', EXISTING TRUSS TO REMAIN AS IS SECTION 20" STEEL--. J01 -ST DIRECTLY BELOW CFS WALL, SEE PLAN A5 55OT162- 33 TRACK, FASTEN w/ (2)#12-14 SCREWS ON 16" O.C. 550S162-33 STUDS @ 16" O.C. 3"x3" 14 GAGE FRAMING CLIP AT EACH WALL STUD. FASTEN TO METAL STUD w/ (4)#12-14 TEK SCREWS AND TO ANGLE w/ (2).1450 P.A.F. (INSTALL P.A.F. AS CLOSE TO BEND AS POSSIBLE) _ FUTURE DECK FRAMING, SEE 3.1 20" SPECIAL STEEL JOIST, SEE PLAN 550T162-33 CFS TRACK, FASTEN TO METAL ROOF DECK w/ (2)#12-14 SCREWS @ 6" O.C. AND TO STUD w/ (2)#12-14 SCREW AT EACH STUD. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES, THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2"x2"x3/6" EDGE ANGLE WELDED TO EACH JOIST TO CARRY UNSUPPORTED METAL DECK 3"x3"x%4" EDGE ANGLE WELDED TO EACH JOIST ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: l noverb)rg att. net N.C. 12109 1'1.. AR-001?060 • FL ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(c_200firststreet.com 904-535-0270 ph 904-246-8402 fax METAL DECK, ,�' ��� METAL DECK, Q NO CON C. w/ CON C. z J M - 0 in N � N � I I > F— X � p z � 7 I Z 3"x3" 14 GAGE FRAMING CLIP AT EACH WALL W J = STUD. FASTEN TO METAL STUD w/ (4)#12-14 TEK (4) #12-14 _ LAP JOINT, COPE ��' SCREWS AND TO ANGLE w/ (2).1450 P.A.F. SCREWS @ CORNER x , FLANGES OF TRACK E- Q Q STEEL STUD X � AS REQUIRED @CORNER BB�,' z MW (INSTALL P.A.F. AS CLOSE TO BEND AS POSSIBLE) Q c) m WOOD STAIRS BY ---� M FASTEN TO METAL ROOF DECK w/ k BUILDER I 1 ; I �(CD z SCREWS @ 6" O.C. M - 3"x3"x%" EDGE ANGLE W O (1) #1z'_'---14 SCREW 3"x3"x%4" EDGE ANGLE -- -- 4 O @ EACH STUD r, CH STUD TO RUNNER TRACK W/ (1) #12-14 SCREWS THROUGH EACH FLANGE AS SHOWN ALL WALLS SHALL HAVE CFS TRACK TOP & BOT. AND ALL TRACK MATERIAL SHALL BE 550T162-33 TYPICAL CFS FRAMING DETAILS � 0FF'�FS3.2 oAk CONSTRUCTION SET PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: '`�•�%`'M3 t'``•••. ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 °q•j` TMM RETAINING WALL 11/09/17 t,n°' ,��' • - REVISION PER OWNER 6/21/18 5 REVISION PER OWNER 11/28/18 SHEET TITLE EXTERIOR PATIO FLOOR DETAILS SHEET NUMBER � 0FF'�FS3.2 oAk CONSTRUCTION SET ROOF SHEATHING w/ MIN 32/24" APA RATED OSB OR PLYWOOD. FASTEN W/ 8d RINGSHANK 6" OC EDGE AND 6" OC FIELD, AND TO ALL BLOCKING 2x4 SYP#2 ROOF RAFTERS @ 24" OC. LAP MIN 12" (10)10d — SIMPSON H3 2x8 PT PLATE FASTENED W/ (2)2" CARRIAGE BOLTS AND WASHERS @ 24" OC. STEEL BEAM PER PLAN A" NEW PAGE / 2x4 BLOCKING, FASTEN EACH END W/ (2)10d AND BOT W/ (1)10d @ 3" OC WATERPROOFING ROOF SHEA BY OTHERS PER 1, CONT PT FASCIA. FASTEN TO EACH RAFTER W/ SL E: 4"/FT A34 (TYP) _� 1 TYPICAL PATIO ROOF �.2RAFTER TO STEEL BEAM SCALE: 3/4" = 1'—O" 12" (4)3/4" A325 BOLTS W/ NUT AND WASHER 2" 8" 2" N o3/ 6" r N co No o 3/4>> Y4" WEB STIFFENER. WELDED TO STEEL BEAM W/ 3/g" FILLET WELDS STEEL BEAM, SEE PLAN 3/4" CAP PLATE, FASTEN TO STEEL BEAM W/ (4)3/4" A325 BOLTS W NUTS AND WASHER (SEE DIMS ABOVE) HSS5x5x3/6' COLUMN CAP PLATE @ W12x65 STEEL BEAM ELEVATION CEILING UNDER—FRAMING BY BUILDER SIMPSON H3 12" SIMP 2x8 PT PLATE FASTS (2)2" CARRIAGE BOL WASHERS @ STEEL BE PL.. 2x4 SYP#2 ROOF RAFTERS 24 OC. LAP ON 12 2x4 BLOCKING, FASTEN EACH -ND W/ (2)10d AND BOT W/ (1)10d @ 3" OC. FASTEN TOP W/ 8d RINGSHANK @ 6" OC WATERPROOFING BY OTHERS PATIO ROOF EDGE CONDTION 3.2 SCALE: 3/4" EXISTING CMU WALL 1 ill 4 SIN ❑o 0 (6)3/4"0 THRU BOLTS ° _._ _ __ _._ _--.._ W/ WASHER DRILLED 0 0 1 4» 1 1 2 7" NORTH COLUMN BASE PLATE 2 TOTAL 17" CONT PT FASCIA. s FASTEN TO EACH RAFTER W/ A34 (TYP) SIMPSON H3 2x12 PT PLATE FASTENED W/ (2)3/4" CARRIAGE BOLTS AND WASHERS @ 16" OC. STEEL BEAM PER PLAN (8)3/4"O THRU BOLTS W/ WASHER DRILLED & EPDXIED 12" MIN INTO EXISTING GROUT FILLED CMU WALL 1 1„ 31„ 31" I>, 4 4 8,, 4 4 r -IN 0o 00 ❑ 00 0 0 WEST COLUMN BASE PLATE EXISTING CMU WALL 2 TOTAL NOTES: 1. PLATE SHALL BE CONSTRUCTED FROM A36 STEEL 2. PRE—DRILLED Y6" LARGER THAN BOLTS HOLES PATIO STRUCTURAL HSS COLUMN CONNECTIONS SCALE: 3/4" = 1'-0" PLANTER ASSEMBLY W/ FRAME RIBS BY OTHERS SPACED AT 2'-0". ATTACHED FRAMES TOGETHER AT EACH CORNER W/ MIN 2x2 STEEL TUBE WELDED EACH END CONTINUOUS PT WOOD BLOCKING, FASTEN 1ST PLY DIRECTLY TO METAL DECKING W/ (1)#12-14 TEK SCREWS @ 16" OC STAGGERED. FASTEN ADDITIONAL PLYS W/ 10d @ 3" OC STAGGERED REMOVE TAPERED INSULATION AND ROOF MEMBRANE TO ROOF DECK w , v) f 14'-0" A.F.F. TOF OF STRUCTU,w: WATERPROOFING BY OTHERS FRICTION REDUCING MATERIAL BETWEEN PLANTER AND WATERPROOFING MEMBRANE ' BY ARCH EXISTING TRUSS TO REMAIN AS IS 20" STEEL JOIST DIRECTLY BELOW CFS WALL, SEE PLAN �1 SECTION AT EXTERIOR PATIO PLANTER OVER EXISTING ROOF 14" & EPDXIED 8" MIN INTO EXISTING GROUT 1„ 1 1 , FILLED CMU WALL 14' 34 8" SIN 0 0 ❑ o •� 0 0 0 -INS B3 3" EXISTING - CMU WALL EAST COLUMN BASE PLATE, ADJACENT TO EXISTING CMU WALL 2 TOTAL (3)4" THRU BOLTS AND WASHERS. FASTEN THRU PLANTER FRAMES. (2 PLACES) 44 BUILT-UP CFS COLUMN W/ CFS CAP AND BASE. FASTEN BASE TO PARAPET TRACK W/ (,L)#8x43" TEK SCREWS W/ WASHERS AND TOP TO STEEL BEAM W/ SLOTTED HOLE VERTICLIP W/ MIN (4) FASTENERS ALL WATERPROOFING BY BUILDER CAP AND BASE PLATE TO BUILT-UP COLUMN W/ (2)#12-14 TEK SCREWS EACH FACE ROOF SHEATHING, PER 1 /S3.2A 2x4 PT OUTLOOKERS @ 24" OC. FASTEN EA END W/ A34 (2)2x4 SYP#2 ROOF RAFTERS @ 24" OC. SCOPE: INIOAHE PAG SIMPSON H3 CEILING UNDER—FRAMING BY BUILDER PATIO ROOF ROOF OUTLOOKER SCALE: 3/4" = 1'-0" T'.I NOTE: 1) FASTEN TRACK TO STUDS WITH #8x3/" TEK SCREWS @ 24" O.C. JL JL 2) FASTEN STUDS TO STUD WITH T' (2)ROWS #8x%4" TEK SCREWS @ 12" BUILT UP COLUMN O.0 2—VERITCAL STUDS 2—HORIZONTAL TRACKS -s 2-40OS162-43-33KSI ROOF SHEATHING ��� �I`�� (2) ROWS 8d PER SPECS RINGSHANK @ 6" OC ROOF RAFTER AND (1 ROW EA RAFTER) BLOCKING, SEE PLAN z. I (2)2x4 PT RAFTER, FASTEN TO EXISTING CMU WALL W/ Y2%6" T TITEN HD @ 16" OC & HGA10KT � \ 0 3/4" � �i USING (8)4"x1Y2"SDS (STAGGER GAP TO AVOID CONFLICT) 2x8 PT PLATE, SEE 1 /S3.2A FOR CONN. 2x4 @ 24" OC. FASTEN W/ H3 STEEL BEAM PER PLAN 2x12 PT PLATE FASTENED W/ (2)3/4" CARRIAGE BOLTS AND WASHERS @ 16" OC. STEEL BEAM PER PLAN 2 Y2" 2 %" 2 Y" TYP. cD z 1. U 1n 3. 4. - SLOPE: INTO �A \ Thi E y It :: /PAGE �� 1 EXISTING CMU WALL �• ___________ CEILING HEIGHT _+ VARIES FROM F.F.E. �' _ _ _ _ _ _ _ _ _ _ CEILING HEIGHT 4 I;U, _ _ GAP1: _ 9'-0 FROM F.F.E. 91 4 PATIO ROOF ADJACENT TO EXISTING 3.2 CMU WALL Y21 SCALE: 3/4" = 1'-0" .� CONNECTION ANGLES CONN. TYPE LOAD SIZE LENGTH MIN. BEAM SIZE 4 49 K L4x3 1/2 x 5/16 11 1/2 W18, W16 3 39 K L4x3 1/2 x 5/16 8 1/ 2 W14, C15, W12, C12 2 29 K L4x3 1/2 x 5/16 5 1/2 " W10, C10, W8, C8 1 12 K L6x4x 3/8 2 1/2 " C6, WT SECTION A- A NOTES: 1. BOLTS SHALL BE 3/4"0 A -325-N BEARING TYPE Al I OWABLE BOLT SHEAR = 9.25 K. 2. WELDING MAY BE USED IN LIEU OF BOLTING. WELI LOADS SHOWN. 3. USE 5/6" FILLET FOR CONNECTION TO STIFF, P OR 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CC W8x35 TO W12x65 CONNEC' SCALE: 3/4" = 1'-0" ALL BLOCKING SHALL BE NAILEC PER 2/S3.2A (TYP) OMIT BLOCKING CONTAINING CS16 ELEVAR"'N4; r' 2-40OT125-43-33KS1 ALL STEEL SHALL BE HOT z > 0 J M N 17-- N Q DIPPED GALVANIZED F— i O z LjL TOP VIEW RAILING BY 3x3x3" STEEL ANGLE SIMPSON HTT5. FASTEN TO (2)2x4 BLOCKING AND OTHERS ----- — — — — SLOPED TO MATCH RAMP. EXISTING CMU WALL W/ $" THREADED ROD EPDXIED U FASTEN TO STEEL POST THRU BELT_ W/ MIN 7Y2" INTO SOLID CELLS (4 TOTAL LOCATIONS, z (1)1" W ry SEE PLAN) SEE 1 /S3.1 I ! d�,z O j � I Q (2)2x2x3/6" STEEL 0- ii DECKING BY 0 O I— ANGLE SLOPED TO 11 OTHERS U MATCH RAMP. PROVIDE (2)2x4 BLOCKING r; WELDED EACH FIRST TWO BAYS, I END SEE TOP VIEW ABOVE ■M!I ADA RAMP AT NEW EXTERIOR PATIO SCALE: 3/4" = 1'-0" 3x3x$" STEEL -- n— ANGLE SLOPED - TO MATCH RAMP. FASTEN TO EXISTING WALL W/ 2"x6" TITEN HD @ 24" OC 3x34' STEEL ANGLE COPED AND WELDED EA END. SPACE @ 4" OC it SEE 4/S3.2A FOR TYPICAL ROOF ADJACENT TO EXISTING WALL CONNECTION SEE 4/S3.2A FOR TYPICAL LEDGER CONNECTION EXISTING CMU WALL PROVIDE (2)2x4 BLOCKING FIRST TWO BAYS. BLOCKING TO BLOCKING W/ (1)CS16 USING (9)10d EACH END H TT5. (4 PLACES) SEE PLAN SEE 4/S3.2A FOR TYPICAL LEDGER CONNECTION Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: inoverb , a.att.net N.C. 12109 I'1.. AR -001060 • IT. M-4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(cD-200firststreet.com 904-535-0270 ph 904-246-8402 fax PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 RETAINING WALL 11/09/17 REVISION PER OWNER 6/21/18 5 REVISION PER OWNER 11/28/18 EXISTING CMU WALL _ CEILING HEIGHT VARIES FROM F.F.E. SHEET NUMBER 3„ CEILING HEIGHT ®� 4 ___ GA 9'-0 FROM F.F.E. C� 110 S3m2A ROOF DIAPHRAGM CONNECTION SCALE: 3/4" = 1'-0" CONSTRUCTION SET z > 0 J M N 17-- N Q v M F— i O z LjL .. 111 J [).00 I- U z M W ry U d�,z O I'nn' Q U) 0- 0 O I— (Y-0pQ U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 RETAINING WALL 11/09/17 REVISION PER OWNER 6/21/18 5 REVISION PER OWNER 11/28/18 EXISTING CMU WALL _ CEILING HEIGHT VARIES FROM F.F.E. SHEET NUMBER 3„ CEILING HEIGHT ®� 4 ___ GA 9'-0 FROM F.F.E. C� 110 S3m2A ROOF DIAPHRAGM CONNECTION SCALE: 3/4" = 1'-0" CONSTRUCTION SET A B C D 24'-9" 9'-11" 14'-10" loo 24'-9" , A D EXTERIOR PATIO _STEEL DIMENSION PLAN SCALE: 3/16" = 1'-0" 2 3 4 i 5 6 7 8 9 rINFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING PTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR PATIO GENERAL NOTES: -SEE S3.113 FOR EXTERIOR PATIO ROOF BEAM AND COLUMN DIMENSION PLAN. (USE AS REFERENCE ONLY) -CONTRACTOR VERIFY ALL DIMENSIONS AND NEW FRAMING ARE COORDINATED W/ EXISTING Julianne N. Overby, RA FIELD CONDITIONS. Architectural and Interior Design —DIMENSIONS AND WATERPROOFING ARE THE Julianne N. Overby, R.A. RESPONSIBILITY OF THE CONTRACTOR. 2452 Pullian Street CONTACT EOR IF ANY CONFLICTS EXIST. Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbyc�att.net N.C. '12109 . H. AR -0017060 • IT. M-4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(c-D-200firststreet.com 904-535-0270 ph 904-246-84n2 fax STEEL CONNECTION LEGEND: DESIGNATES NEW HSS5x5x3/6" COLUMN n CONNECTED TO W12x65 BEAM AND EXISTING CMU WALL PER 5/S3.2A (TYPICAL 6 PLACES) DESIGNATES NEW W8x35 BEAM CONNECTED TO W12x65 BEAM PER 6/S3.2A (TYPICAL 14 PLACES) A 1 - - 0 0 I 0 --I CV') 00 _ � N 2 - - I > I- I OzLL 3 - - Lu ._.I = cl� F_ U �r I— Q 4—_- Z M W - i r7 D CY) Q c) z 5 - - U) 0- W 0 �— ry 0 Q 6 - - I DATE ISSUED: MAY 1, 2017 a REVISIONS: 7 1 - - Aaz COORDINATION 06/26/17 RETAINING WALL 11/09/17 REVISION PER OWNER 6/21/18 $ - o 9 = — A B C D 24'-9" 9'-11" 14'-10" loo 24'-9" , A D EXTERIOR PATIO _STEEL DIMENSION PLAN SCALE: 3/16" = 1'-0" 2 3 4 i 5 6 7 8 9 rINFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING PTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR PATIO GENERAL NOTES: -SEE S3.113 FOR EXTERIOR PATIO ROOF BEAM AND COLUMN DIMENSION PLAN. (USE AS REFERENCE ONLY) -CONTRACTOR VERIFY ALL DIMENSIONS AND NEW FRAMING ARE COORDINATED W/ EXISTING Julianne N. Overby, RA FIELD CONDITIONS. Architectural and Interior Design —DIMENSIONS AND WATERPROOFING ARE THE Julianne N. Overby, R.A. RESPONSIBILITY OF THE CONTRACTOR. 2452 Pullian Street CONTACT EOR IF ANY CONFLICTS EXIST. Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbyc�att.net N.C. '12109 . H. AR -0017060 • IT. M-4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(c-D-200firststreet.com 904-535-0270 ph 904-246-84n2 fax STEEL CONNECTION LEGEND: DESIGNATES NEW HSS5x5x3/6" COLUMN n CONNECTED TO W12x65 BEAM AND EXISTING CMU WALL PER 5/S3.2A (TYPICAL 6 PLACES) DESIGNATES NEW W8x35 BEAM CONNECTED TO W12x65 BEAM PER 6/S3.2A (TYPICAL 14 PLACES) A 5 REVISION PER OWNER 11/28/18 SHEET TITLE A5 EXTERIOR PATIO STEEL NEW PAGE DIMENSION PLAN SHEET NUMBER 1 S3ml CONSTRUCTION SET 0 Z>co 0 --I CV') _ � N I— N Q U CY) > I- I OzLL Z Q -. Lu ._.I = cl� F_ U I— Q Z M W Q En D CY) Q c) z M U) 0- W 0 �— ry 0 Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 a REVISIONS: 1 ARCH. COORDINATION 06/01/17 Aaz COORDINATION 06/26/17 RETAINING WALL 11/09/17 REVISION PER OWNER 6/21/18 5 REVISION PER OWNER 11/28/18 SHEET TITLE A5 EXTERIOR PATIO STEEL NEW PAGE DIMENSION PLAN SHEET NUMBER 1 S3ml CONSTRUCTION SET CUSTOM STEEL BUCKET WATERPROOFING BY OTHERS BUILT OF Y4" PLATES, SEE SPECS TO RIGHT 4-Y2" THRU BOLT IN 19/6" PRE—DRILLED HOLE {5)2x6 P.T.\1 YE" THRU BEAM BOLT IN 10/16" WATERPROOFING PRE—DRILLED SPECIAL BY OTHERS HOLE 10» STEEL JOIST, SEE LOADING 4"0 H.D.G. . STEEL PIPE 13 " 6y" 1DIAGRAM ON j' COLUMN FASTEN TO STEEL 1 11/2" TYPE B 22go GALVANIZED 2/S3.1 JOIST WELDED @ EA. END ^Nor 5 METAL ROOF DECK \ � 4„�_ FASTEN DECK PER DECK M Y2 BASE PLATE, SEE 1 N ATTACHMENT DIAGRAM ON 1/S4.2 N - SPECS TO RIGHT z� Y4„ jm..w ........, L_.,,. ,. f 3 ^-r CUSTOM BUCKET ELEVATION VIEW 00 Y4 i Y2" THRU TYP! BOLT IN 191/6" � 6" i ST JO PRE—DRILLED Y4" I E HOLE 8Y4" SPECIAL 7/4', STEEL JOIST, BASE PLATE SEE LOADING L2x2xY$" DIAGONAL PLAN VIEW DIAGRAM SEE L 4 X—BRACE WELDED � 2/S3.1 EACH END @ 36" O.C. AS SHOWN CUSTOM BUCKET ASSEMBLY SECTION VIEW / ELEVATION VIEW l 1) CUSTOM BUCKET SHALL BE CONSTRUCTED FROM Y4" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS CFS 2) BASE PLATE SHALL BE CONSTRUCTED FROM Y2" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS FOR S 3) PRE—DRILLED HOLES SHALL BE Y,6" LARGER THAN BOLT DIAMETER 4) CUSTOM BUCKET AND BASE PLATE SHALL BE HOT DIPPED GALVANIZED AND FASTENERS SHALL BE STAINLESS STEEL PATIO FLOOR DECK DETAIL S3.1 SCALE: 3/4" = 1'-0" POINT LOAD: POINT LOAD: POINT LOAD: POINT LOAD:. DL: 390# DL: 705# DL: 705# DL 705# LL: 2600# LL: 4700# LL: 4700# LL: 4700# UNIFORM LOAD: DL: 64 PLF LR: 64 PLF 5'-7" 5'-7» 27'-1" SPECIAL JOIST LOADING c HUC26-3 MASONRY HANGER EA. END, LEAVE 1—PLY 3" SHORT FOR HANGER INSTALLATION 2x6 P.T FLOOR JOIST @ 16" O.C. w/ LUS26 EA. END (TYP.) 2x6 P.T LEDGER FASTEN w/ 4-1/4"x3" TAPCONS @ 16" O.C. I / I . 1, , 4"0 H.D.G. STEEL COLUMN FASTE STEEL JOIST. SEE 1 (TYP 16 Pb r ." f BEAM SHALL 8F ;ONTINUOUS OVER THFSF PIPE COLUMNS (1"YP ." (� 'I L �F IF NEEDED. SPLICE .RPAN C A PLANTER ASSEMBLY W/ FRAME RIBS= BY OTHERS SPACED AT 2'-0" SEE, 7/S3.2A FOR CONNECTION 4x4 BUILT—UP CFS COLUMN W/ CAP AND BASE PLATE, SEE 7/S3.2A SPECS AND END FASTENING. DO NOT UPPORT STEEL BEAM ON CFS COLUMN 3." SCALE: 1/2" = 1'_0„ SEE PLAN FOR SPECIAL JOIST LOCATIONS z VI X W R fi r' LE 11101 4)2x6 P.T. i HSS5x5x3/s" COLUMN. BEAR ON CMU WALL M" /. CFASTEN EACH END _ PER 5/S3.2A S. r m HUC26-2 /EACH END f / �M.A ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverb),(O—att.net N.C. 12109 • IT, AR0017060• 17.. ID -4621 CONSULTANT: A FORM SPACE,INC STRUCTURE N THIS j' AREA TO EMAIN AS IS U ESS / OTHERWISE NOTED HUS26-3 MASONRY / f I /j HANGER. j fllr'/ f, f HUS26-3 MASONRY HANGER. LEAVE TWO PLY'S 3" SHORT FOR HANGER INSTALLATION 6) — 3)) 6 3 L6��3L 2 9 2x6 P.T. LEDGER, FASTEN TO PARAPET w/ 4-1/4"x3" HSS5x5x3/6„ COLUMN. BEAR ON CMU WALL TAPCONS @ 16” O.C. FASTEN EACH END EXISTING TRUSS TO REMAIN PER 5/S3.2A AS IS. DO NOT ADD ANY----��-- ADDITIONAL LOAD (UON)- HSS5x5x3/6" COLUMN. 5 BEAR ON CMU WALL) FASTEN EACH END C PER 5/S3.2A �} EXTERIOR PATIO FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0" SP DESIGNATES SPECIAL JOIST, SEE 2/S3.1 FOR LOADING 200 FIRST STREET SUITE 205 •1>6n6ii : ii i I� ■ I x6 ��R13 10 Z II__ 1 0 _j Il II II E■-cnN Q I M JI 0 If 11 ....... Z HSS5x5x3/s" COLUMN. BEAR ON CMU WALL M" /. CFASTEN EACH END _ PER 5/S3.2A S. r m HUC26-2 /EACH END f / �M.A ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverb),(O—att.net N.C. 12109 • IT, AR0017060• 17.. ID -4621 CONSULTANT: A FORM SPACE,INC STRUCTURE N THIS j' AREA TO EMAIN AS IS U ESS / OTHERWISE NOTED HUS26-3 MASONRY / f I /j HANGER. j fllr'/ f, f HUS26-3 MASONRY HANGER. LEAVE TWO PLY'S 3" SHORT FOR HANGER INSTALLATION 6) — 3)) 6 3 L6��3L 2 9 2x6 P.T. LEDGER, FASTEN TO PARAPET w/ 4-1/4"x3" HSS5x5x3/6„ COLUMN. BEAR ON CMU WALL TAPCONS @ 16” O.C. FASTEN EACH END EXISTING TRUSS TO REMAIN PER 5/S3.2A AS IS. DO NOT ADD ANY----��-- ADDITIONAL LOAD (UON)- HSS5x5x3/6" COLUMN. 5 BEAR ON CMU WALL) FASTEN EACH END C PER 5/S3.2A �} EXTERIOR PATIO FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0" SP DESIGNATES SPECIAL JOIST, SEE 2/S3.1 FOR LOADING LU Q �-- Q Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 ' l,' REVISIONS: ARCH. COORDINATION 06/01/17 5 COORDINATION 06/26/17 OF %�*,h 1 ami'` RETAINING WALL 11/09/17 mea REVISION PER OWNER 6/21/18 .NA�,,• 5 REVISION PER OWNER 11/28/18 SHEET TITLE FINFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES, THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED' IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS, CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR PATIO FLOOR FRAMING PLAN AND DETAILS SHEET NUMBER c h-S3ml CONSTRUCTION SET 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(cD-200firststreet.com 904-535-0270 ph 904-246-8402 fax ■ Z 0 _j E■-cnN Q CJ M 0 zL,.. Z Q Lu .-1 Z z ow Q 00 O Q M z I— Q u) n J LU Q �-- Q Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 ' l,' REVISIONS: ARCH. COORDINATION 06/01/17 5 COORDINATION 06/26/17 OF %�*,h 1 ami'` RETAINING WALL 11/09/17 mea REVISION PER OWNER 6/21/18 .NA�,,• 5 REVISION PER OWNER 11/28/18 SHEET TITLE FINFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES, THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED' IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS, CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR PATIO FLOOR FRAMING PLAN AND DETAILS SHEET NUMBER c h-S3ml CONSTRUCTION SET EXTERIOR PATIO GENERAL NOTES: -SEE S3.18 FOR EXTERIOR PATIO ROOF BEAM AND COLUMN DIMENSION PLAN. (USE AS REFERENCE ONLY) -CONTRACTOR VERIFY ALL DIMENSIONS AND NEW FRAMING ARE COORDINATED W/ EXISTING FIELD CONDITIONS. -DIMENSIONS AND WATERPROOFING ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTACT EOR IF ANY CONFLICTS EXIST. STEEL CONNECTION LEGEND: DESIGNATES NEW HSS5x5x3/6" COLUMN ® CONNECTED TO W12x65 BEAM ANDXE ISTING CMU WALL PER 5/S3.2A (TYPICAL 6 PLACES) DESIGNATES NEW W8x35 BEAM CONNECTED © TO W12x65 BEAM PER 6/S3.2A (TYPICAL 14 PLACES) -SEE S3.113 FOR EXTERIOR PATIO ROOF BEAM AND COLUMN DIMENSION PLAN. (USE AS REFERENCE ONLY) -CONTRACTOR VERIFY ALL DIMENSIONS AND NEW FRAMING ARE COORDINATED W/ EXISTING FIELD CONDITIONS. -DIMENSIONS AND WATERPROOFING ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTACT EOR IF ANY CONFLICTS EXIST. STEEL CONNECTION LEGEND: DESIGNATES NEW HSS5x5x3/6" COLUMN A CONNECTED TO W12x65 BEAM AND EXISTING CMU WALL PER 5/S3.2A (TYPICAL 6 PLACES) DESIGNATES NEW W8x35 BEAM CONNECTED ■ TO W12x65 BEAM PER 6/S3.2A (TYPICAL 14 PLACES) HSS5x5x3/6" COLUMN. BEAR ON CMU WALL FASTEN EACH END PER 5/S3.2A ■ STRUCTURE IN THIS (,r / %, AREA TO REMAIN ✓ ` ■ AS IS UNLESS, f� ,f f■ j f ,' OTHERWISE NOTED ■ f ■ ■r - ✓ /f NON -LOAD BEARING POST, LEAVE MIN. 1" SHORT OF STRUCTURAL STEEL BEAM ' ABOVE `f ■ 10 ■! Z ■■ ✓ !, z io 4x4 BUILT-UP CFS COLUMN W/ ✓ ,% ,�'` CFS CAP AND BASE PLATE, SEE ,`'r ,■.sf ■f a x 7/S3.2A FOR SPECS AND END ,r rf - IN FASTENING. DO NOT SUPPORT ■�' ■ /,■ 3 STEEL BEAM ON CFS COLUMN ✓/;r HSS5x5x3/6" COLUMN. BEAR ON CMU WALL FASTEN EACH END PER 5/S3.2A CONTINUOUS PT FASCIA, FASTEN TO-,, EA. RAFTER W/ A34 (TYP) (2)2x4 SYP#2 ROOF RAFTERS © 24" OC. FASTEN TO STEEL BEAM SIM TO 1 AND 2/S3.2A 3.2 IMPORTANT NOTE: CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) SIM 2 3.2 'x`'`11r ■ , HSS5x5x3/6" COLUMN. ✓' ,, BEAR ON CMU WALL ori /t FASTEN EACH END ■ PER 5/S3.2A✓ (40 3 W8x35 ABOVE ;I _.ate -''' z a �' ✓r"■f1'�■ ' ✓ STRUCTURE U E N THIS AREA TO REMAIN ■- I ■ "'-z %;/" -,✓` ■■' AS IS UNLESS U I ✓'` /moi; ■ j' ,■ ✓ , �r OTHERWISE NOTED W8x35 ABOVE /12 04 ,w t w ■ f i r ✓ W8x35 ABOVE ■ /f// / ✓4=. r W8x35 ABOVE 1, f' % ,`�, , ` r' ■� ■ ✓ 6, f TI -17I r''l y- ''' - --� /� ! ■ I ¢ A I r //■ f / 3.2 x,11 ✓' ' ✓ NON -LOAD BEARING POST, HSS5x5x3/6" COLUMN. LEAVE MIN. 1" SHORT OF BEAR ON CMU WALL STRUCTURAL STEEL BEAM FASTEN EACH END ABOVE PER 5/S3.2A DI(TERI O R PATIO FRAMING PLAN SCALE: 3/16" = V-0" IMPORTANT NOTE: CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) \ SIM -- ,. z _m / 2 !■ r � ✓ I d � m D 3.2 A I ;� CONTINUOUS PT RIM BOARD, FASTEN TO ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL EA. RAFTER W/ A34 (TYP) v9/S3.2A (4 PLACES TOTAL) / W8x35 .7� ✓/ ■f I 2 2 },z �a'�ii,!';j' •i` r 't■jI /``. i". /( v w s ' A - - - q'�`� (2)2x4 PT LEDGER, FASTEN / ■■ ., ,F �' ■■ jam` Q F f y ,.A ✓! , /// 1 O ;// ((A 2x4 SYP#2 ROOF RAFTERS @ 24" OC. FASTEN TO II w STEEL BEAM PER 1 AND 2/S3.2A (TYP),y',,o,ll r r i ✓ N PROVIDE BLOCKING BETWEEN EACH RAFTER. ALL BLOCKING SHALL BE NAILED PER ROOF,,. O SHEATHING SPECS J;f ■ I i F u� ■ `/'% /, f / ■ ■,, z O: (O STRUCTURE IN THIS AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PA MN wi �W�IpA WON I, .� I� —_— I III_— _ ISI//'/�1�1//'/�1�1//'/�1:1�i�li® OI•--_.�:.-��cra .-, q,I �� SII /►. NA iUKN- ii®iiI iii®i1 iKANIA I f al�iiii I�iiii I�iiii i/iiiie¢_���_.� ------ INN , —__���.1—_—�—.I---_—.I—_—_—.1�--�—.I__—_—.ISS •ISI ■\i! • �/`II / I , `0 SII 7. 7.0 \li AREA ., • REMAIN i l`O I® pllAS IS UNLESS ® \iiA X OTHERWISE NOTED l ii I. i�Is%i.r=%=I%.. iii%=1i!�%%%�11 �/i I%/.1./i%/.I.I/%/%1.�/i/il.�/-/%l i®/®/aliii®iii \II s!! .� I■I■I■It�l■ISI■I■I!, �= • o CONTINUOUS PT RIM BOARD, FASTEN T0-/ \q - EA. RAFTER W/ A34 (TYP) SEE DETAIL 9_/S3.2 FOR TYPICAL BLOCKING vu TFERC-I PATI ROOF. PLAN Cim,'Q 1' '' ■,, l / 'y �f r r ✓ /` ,■—,, 2x4 PT BLOCKING Com? 24" OC. FASTEN EA END W/ (2)10d. ADD SIMPSON LTT20B @ 48" OC W/ 1"x6" TITEN HD INTO EXISTING CMU WALL ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL 9/S3.2A (4 PLACES TOTAL) 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street .Jacksonville Beach, Florida 32250 904-704-8628 Email. inoverby&att.net N.C. 12109 I'I.. AR0017060• I7_ M-4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design )-200firststreet.com 904-535-0270 ph 904-246-8402 fax ■ z>� O —j N m N m > —1II - _I OZ LL Z W _j ., rZ: V U ABOVE Z O W `VW W8x35 ABOVE.1 Vii//�/�/�/�/�/////////�////. <c)z Q r� v/ 0— IrW8x35 0 ABOVE cl� O Q ////�/ U ABOVE i%///////////////////////////////Z,0INS 'x`'`11r ■ , HSS5x5x3/6" COLUMN. ✓' ,, BEAR ON CMU WALL ori /t FASTEN EACH END ■ PER 5/S3.2A✓ (40 3 W8x35 ABOVE ;I _.ate -''' z a �' ✓r"■f1'�■ ' ✓ STRUCTURE U E N THIS AREA TO REMAIN ■- I ■ "'-z %;/" -,✓` ■■' AS IS UNLESS U I ✓'` /moi; ■ j' ,■ ✓ , �r OTHERWISE NOTED W8x35 ABOVE /12 04 ,w t w ■ f i r ✓ W8x35 ABOVE ■ /f// / ✓4=. r W8x35 ABOVE 1, f' % ,`�, , ` r' ■� ■ ✓ 6, f TI -17I r''l y- ''' - --� /� ! ■ I ¢ A I r //■ f / 3.2 x,11 ✓' ' ✓ NON -LOAD BEARING POST, HSS5x5x3/6" COLUMN. LEAVE MIN. 1" SHORT OF BEAR ON CMU WALL STRUCTURAL STEEL BEAM FASTEN EACH END ABOVE PER 5/S3.2A DI(TERI O R PATIO FRAMING PLAN SCALE: 3/16" = V-0" IMPORTANT NOTE: CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) \ SIM -- ,. z _m / 2 !■ r � ✓ I d � m D 3.2 A I ;� CONTINUOUS PT RIM BOARD, FASTEN TO ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL EA. RAFTER W/ A34 (TYP) v9/S3.2A (4 PLACES TOTAL) / W8x35 .7� ✓/ ■f I 2 2 },z �a'�ii,!';j' •i` r 't■jI /``. i". /( v w s ' A - - - q'�`� (2)2x4 PT LEDGER, FASTEN / ■■ ., ,F �' ■■ jam` Q F f y ,.A ✓! , /// 1 O ;// ((A 2x4 SYP#2 ROOF RAFTERS @ 24" OC. FASTEN TO II w STEEL BEAM PER 1 AND 2/S3.2A (TYP),y',,o,ll r r i ✓ N PROVIDE BLOCKING BETWEEN EACH RAFTER. ALL BLOCKING SHALL BE NAILED PER ROOF,,. O SHEATHING SPECS J;f ■ I i F u� ■ `/'% /, f / ■ ■,, z O: (O STRUCTURE IN THIS AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PA MN wi �W�IpA WON I, .� I� —_— I III_— _ ISI//'/�1�1//'/�1�1//'/�1:1�i�li® OI•--_.�:.-��cra .-, q,I �� SII /►. NA iUKN- ii®iiI iii®i1 iKANIA I f al�iiii I�iiii I�iiii i/iiiie¢_���_.� ------ INN , —__���.1—_—�—.I---_—.I—_—_—.1�--�—.I__—_—.ISS •ISI ■\i! • �/`II / I , `0 SII 7. 7.0 \li AREA ., • REMAIN i l`O I® pllAS IS UNLESS ® \iiA X OTHERWISE NOTED l ii I. i�Is%i.r=%=I%.. iii%=1i!�%%%�11 �/i I%/.1./i%/.I.I/%/%1.�/i/il.�/-/%l i®/®/aliii®iii \II s!! .� I■I■I■It�l■ISI■I■I!, �= • o CONTINUOUS PT RIM BOARD, FASTEN T0-/ \q - EA. RAFTER W/ A34 (TYP) SEE DETAIL 9_/S3.2 FOR TYPICAL BLOCKING vu TFERC-I PATI ROOF. PLAN Cim,'Q 1' '' ■,, l / 'y �f r r ✓ /` ,■—,, 2x4 PT BLOCKING Com? 24" OC. FASTEN EA END W/ (2)10d. ADD SIMPSON LTT20B @ 48" OC W/ 1"x6" TITEN HD INTO EXISTING CMU WALL ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL 9/S3.2A (4 PLACES TOTAL) 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street .Jacksonville Beach, Florida 32250 904-704-8628 Email. inoverby&att.net N.C. 12109 I'I.. AR0017060• I7_ M-4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design )-200firststreet.com 904-535-0270 ph 904-246-8402 fax ■ z>� O —j N m N m > —1II - _I OZ LL Z W _j ., rZ: V Z O W `VW _V <c)z Q r� v/ 0— W 0 I-- cl� O Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 RETAINING WALL 11/09/17 REVISION PER OWNER 6/21/18 5 REVISION PER OWNER 11/28/18 SHEET TITLE A5 EXTERIOR PATIO FRAMING NEW PAGE AND ROOF ■ `_ .�.�.,.� PLAN SHEET NUMBER S3m1A CONSTRUCTION SET BUILDING CODE SUMMARY OCCUPANCY CLASSIFICATION: A2:ASSEMBLY{ J r { ' CODE JURISDICTION: CITY OF ATLANTIC BEACH, FL OCCUPANCY LOAD: TABLE 1004.1 & 7.3.1.2 NFPA 901 k /r STORAGE 453SF 1500 GROSS = 3 OC ANTS _, BUILDING CODE: ( KITCHEN 1530SF / 100 GROSS = 16 OCCUPANTS FLORIDA BUILDING CODE - 5TH EDITION DINING 1436 SF/15 NET = 96 OCCUPANTS ° °'�"�' - E BENCH 24LF124" = 12 OCCUPANTS 2014 FLORIDA PREVENTION CODE - 5TH EDITION i 2008 NATIONAL ELECTRIC CODE co BAR 26LF/24" = 13 OCCUPANTS f` ELEVATOR ENTRY(BENCH) IOLF/18" = 7OCCUPANTS zoz C y_ CONSTRUCTION TYPE: TYPE IIIB (TABLE 601), SPRINKLERED FIRST FLOOR OCCUPANT LOAD =147 pCC PANTS 'E m sat x- r - NEW MASONRY EXTERIOR WALLS -2 HR. RATED (UL 0906) jFIRSTfILOOR} x -A 1i tRN Iai?gj� BAP , EXISTING EXTERIOR WALLS - 2 HR. RATED __ _ __ ______ __ LJ Ai ; FLOOR/CEILING - NOT RATED �QFFICE SFE 67 = 10CCqPANTS X�y \ rRAVELDIsrnNCE-�aa' I 1 303 Atlantic Blvd. UNDER STAIR ENCLOSURE -1 HR, (1009.9.2) KITCHEN 402SF / 100 GROSS = 4 OCCUPANTS -, I - - 4\ TYPE 7A16BC _I r .....1 F� N REcesseDFE. � Atlantic Beach, Fl 32233 DINING 740 SF/15 NET = 49 OCCUPANTS EGRESS: BAR 32 LF/24" = 16 OCCOPANTS EXTERIOR DINING 621 SF/15 NET = 41 OCCUPANTS I 1 is T-0 / COMMON PATH OF TRAVEL DISTANCE - 75 FT. FBC TABLE 1021:2 2 _I I o a / ( f) c-4" la 1 .._... ea cL ,,, ARCHITECT: NUMBER OF EXITS REQUIRED = MIN. 2 PER STORY (FIRE PREY. ODE) SECOND FLOOR OCCUPANT LOAD = 111 OCCUPANTS _ SECOND FLOOR y L J NUMBER OF EXITS PROVIDED= 6 TOTAL FIRST FLOOR ( ) �� 1 Julianne N. Overby, RA 2 TOTAL SECOND FLOOR �LT_ 1 n , '� FFtF a l (amt AmItitecrurat and Interior Design EGRESS WIDTH = 99x.2 = 19.8" TABLE 1005.1 ©CIRCULATION E zoa v ( ) /\ `7 I 1 ' _� � _..... , ( I J 1 an T 'v O rerUy, R.,1 j�j 452 P.Ihan Street MIN. WIDTH =35"(FBC 1009.1 & 1017.2) I �-� �I I ';---J � -'- -1 0 '�Y�y - � IA i -- 2 ALL EXTERIOR DOORS TO HAVE PANIC HARDWARE SWING IN THE TOTAL OCCUPANT LOAD = 258 OCCUPANTS 1 ���` I ( , ,LME. 1 - ack=on6IkB dj%nda 32250 ._ - SPRINKLER REQUIRED OVER 150 OCCUPANTS (F C903.2.1.. :,- I:1� { J 'i__I zo� I �a F �I �a 7t sa28 DIRECTION OF TRAVEL(FBC1008.1.9) I_ 3 I 6 I 7 t rc�-i---1-r r t In va6v(rrcn t EXTERIOR EXIT STAIR PROVIDED (FBC 1023.2) �� TOTAL BUILD -OUT SPACE: SEATING CAPACITY: ( ) ', ��QF IBq� - - ELEVATOR FIRST 4,392 S.F. FIRSTfLR: 1�1SEATS _=�� ? r f- �t` zoe i / I CONSULTANT: r Fv 1 1 a , ELEVATOR HOISTWAY/SHAFT-1 HR. RATED REQUIRED SECOND ADDITION FLOOR = 1,719 S.F. SECOND FLR: 49 SEATS TOTAL = 6,111 S.F. EXTERIOR: 140 SEATS / s a' �� �1. ac' 1 -=11'/ 7 E� K 2 HR. EXTERIOR WALL PROVIDE - 1 � DESIGNED IN ACCORDANCE WITH FBC CHAPTER 11 &SO TOTAL: 1 0 SEATS ORM SPA 6 E, I NC SEE PRODUCT APPROVAL FOR SUBMITTED MANUFACTURER. d ' 1% t _j �1 I I Irl t- Imo' NEPTUNE BEACH200 FIRST , FLORIDA SUITE 205 _. 32266 7X 6'PANEL 2X6'PANEL 2'X6'PMIEL 2'Y.6'PANEL X6'PANEL a '° design@200firststreet.6om SIGNAGE: � , �' -- �� ' � F 904535-0270 h 904246-8402 fax PROVIDE LIGHTWEIGHT TRUSS SIGNAGE PER FAC69A-60.0081, IIJ l L'' SECOND LEVEL DINING _ P — — — — TRAVEL Dib=61'$".— _— _� — n i 1 7— z>c 36- O m N Exrz -- > � J " CLOSET LL F2001 t �. �,.. t — ------------------ z w v-- z v ,. SECOND FLOOR OCCUPA ~ U `t NCY &EGRESS PLAN c / STORA��_T z CD CO DISH tto a ELEVATOR = xtr 1 112 / / 1 i - 2� `�\ `\ REVIEWED FOR CODE COMPLIANCE - M (� I ---. IJ / 1 I \ CITY OF ATLANTIC BEACH _ t� s: i a /., §.w .,. ..: -... aa.s x-= ,..si: .. whz r.: SEE PERMITS FOR ADDITIONAL O \ m L .'- v( REQUIREMEM9.AND OOtiDkTIEx ONS i \ ——TRAVELL �IS'(ANCE _+ !ir ,� REVtEYJEO.BY:1. DATE: — _ — — D END 2T C b. M a{ t—e- 17 _ cD 0ENDI:.�'na I8-OtJ2.S '4+-( O TYPE 2A1 C' ry t O I :I 16 I= C..- C� Q I _ i \ REC \ 11^u OOL . ° \ os N L v .410( T- fi ESS s ®Du11® [Jul 0_0 -0- i �1 EXPED ! �` MENS - - r U 1 of (•V PROJECT NUMBER: .15111 1 --- ----------�~ WPI ,.,. toa� DATE ISSUE t > ! - - - — --- -- -- REVISIONS: D HOT REVISIONOS PER OITY OMMENTS o- 7 IQ 7 li is J, iV-0" r r•� I', 1�,� yiP A'X1a PANEL 4'XIIIPANEL 4'X19PANEL �. .r--,.._-__ , .: � , � � �• _ _'i r' _-J :I 4 I� REVISIONS PERO NER Mh f)A24-26-17TENTS r r r Lj L -I 1 ,.�-..1 .. ,. - `O $iGNED �g 7-0T18 REVISIONS PER CITY COMMENTS ;aW - �' — — — — — -- — — — — — — — — COMMON= a' 9 - �8-8-78 REVISIONS PER OWNER TRAVEL DI G58 -i4 _ I'J, ,2'_ �^ L03.. PATH OF £ SHEET7ITLE �v I -- , e _�, _ _ 1p y'ro s?,S1-et-G'c•ts,r-cr5't'1"1'rs t-67-615 t'�s t -e t..ea?s•r-st tt5 .g • - �'jI n-- Ej(IT. 'i Ty �' 1 I EX �� . C i L lu l CEJ 6 \ IN a I I ,:� BUILDING CODE - — ---_ ' r ' �` FORMATIO >j SHEET I �I 7X10' L TX6'PANEL 2'X6'PANEL TX 70 PANEL I „� ���" P. b o,I 4 H.ERESSRt:12 ENTRY z to PANEL , 2t-@" -x AN- r PANEL ( _ NUMBER ' EGRESS RAMP I I� I S � p til lNG , _1 X i!L Ej 162 Eli "L J EXIT I ' n tar Qv" m� 9TH 1 P� "I N.1 / ~ EXT RIOR BALCONY OVE HEAD M 0.W; �' •' FIRST FLOOR OCCUPANCY& LIFE SAFETY PLANA A I SCALE: 3116'=7'-a" I P VNT R PLANTER . ✓ 4 7/� ; CONSTRUCTION