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303 ATLANTIC BLVD ROOF18-0100BUILDING CODE SUMMARY CODE JURISDICTION: CITY OF ATLANTIC BEACH, FL BUILDING CODE: FLORIDA BUILDING CODE - 5TH EDITION 2014 FLORIDA PREVENTION CODE - 5TH EDITION 2008 NATIONAL ELECTRIC CODE CONSTRUCTION TYPE: TYPE IIIB (TABLE 601), SPRINKLERED I NEW MASONRY EXTERIOR WALLS - 2 HR. RATED (UL U906) EXISTING EXTERIOR WALLS - 2 HR. RATED I FLOORICEILING -NOT RATED UNDER STAIR ENCLOSURE - 1 HR. (1009.9.2) EGRESS: COMMON PATH OF TRAVEL DISTANCE = 75 FT. (FBC TABLE 102 NUMBER OF EXITS REQUIRED = MIN. 2 PER STORY (FIRE PREV. NUMBER OF EXITS PROVIDED = 6 TOTAL FIRST FLOOR 2 TOTAL SECOND FLOOR EGRESS WIDTH = 99x2 = 19.8" (TABLE 1005.1) MIN. WIDTH= 36" (FBC 1009.1 & 1017.2) ALL EXTERIOR DOORS TO HAVE PANIC HARDWARE & SWING IN DIRECTION OF TRAVEL(FBC1008.1.9)- EXTERIOR EXIT STAIR PROVIDED (FBG 1023.2) ELEVATOR:. ELEVATOR HOISTWAY/SHAFT -1 HR. RATED REQUIRED 2 HR. EXTERIOR WALL PROVIDE DESIGNED IN ACCORDANCE WITH FBC CHAPTER 11 & 30 SEE PRODUCT APPROVAL FOR SUBMITTED MANUFACTURER. SIGNAGE: PROVIDE LIGHTWEIGHT TRUSS SIGNAGE PER FAC69A-60.0081. =10 OCCUPANCY CLASSIFICATION: A2: ASSEMBLY OCCUPAN 3Y LOAD: (TABLE 1004.1 & 7.3.1.2 NFPA STORAGE 453SF / 500 GROSS = 3 OCCL KITCHEN 1530SF / 100 GROSS = 16 OCC DINING 1436 SF/15 NET = 96 OCC BENCH 24LF/24" = 12 OCC BAR 26LF/24" = 13 OCC ENTRY (BENCH) 10LF/18" = 7 OCC FIRST FLOOR OCCUPANT LOAD = 147 OCC QEI — :j L-' L—t (FIRST F OFFICE 67SF / 200 GROSS = 1 OCCL ® KITCHEN 402SF / 100 GROSS = 4 OCCL DINING 740 SF/15 NET = 49 OCCi BAR 32 LF/24•' = 16 OCCi EXTERIOR DINING 621 SF/15 NET = 41 OCC SECOND FuEDOR OCCUPANT LOAD = 111 OC ® CIRCULATION (PANTS UPANT: FLOOR) TOTAL OCCUPANT LOAD = 258 OCCUPANTS SPRINKLER REQUIRED OVER 150 OCCUPANTS (F¢C 903.2.1 TOTAL BUILD -OUT SPACE: SEATING CAPACITY: FIRST FLOOR = 4,392 S.F. FIRST FLR: 101 SEATS SECOND ADDITION FLOOR =1,719 S.F. SECOND FLR: 49 SEATS TOTAL= 6,111 S.F. EXTERIOR: ADSEATE 'ED CLOSET —— - SECOND FLOOR OCCUPANCY & EGRESS PLAN STORA SCALE: W16 -1'.a' f ,10 ELEVATOR F2__j �� REVIEWED FOR CODE COMPLIANCE "K, Ex.N H.C. RAMP ®1'.,2 'EGRESS RAMP FIRST FLOOR OCCUPANCY LIFE SAFETY PLAN SCALE 3116'= 1`A' 0 CRYor ATLANTIC BEACH FI _ SEE PERMf75 FOR ADDITIONAL REQUIREMENTS AND CONDITIONS u GATE: f REVIEWED By; 0 oc i C.{t..•.�t--E i{��(t s,c.i � �i ✓ G o,.c3nr1 L S "OUZ.S + � s1 �.,.� Pc.°a-:yttr 05NS `� t.. ci d%•r E e�j PJ �v e. 1 F• �� .� r +e e— L7 1 o MENS1-7704 =' l Ef HOT �1 ' ®N PPPP �e RI'1Be y10 Q 1 COMMON PATH OF TRAVEL= 49-91 i Im '1 .s,•ryts'rs•�•,;-6', fi;rs•tst.s'as t•-s,s tsi?s••1-s, i 1 240' ANE L 2X 6'PANEL 2X8'PANEL 2X1a PANEL j r IN o r4 I OFFS 7 ENTRY( 2 1a PANEL § 2Lg ��1.¢ P 1 IN G r �X PANEL 101 xv v Cj l 102 L11 N l�l EXIT m EXT RIOR RALCONYOVE HEAD w :2 PLANTER •QV 1aie1°� /f Y I l r` a A SOUTHERN BIS1PQ & BARA� 303 Atlantic Blvd. JJ1JJ1 Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Arcbite—al and Interior Design Juhannc N. Occrby, IL 4. 2452 Puillan Street Jacksonville 13c h, Florida 32250 9tH -70A-8628 Cmai1: jnavccb-v2battnet _ !v . p, A0. R,xtb',. Fl CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design@200flrststreet.com 904-535-0270 ph 904246-8402 fax z > C`O O J te) m N M F— N .( U ©4Z L W J = F_ <0 QC 00 W O m 1 U_ Z) c'7 F— C:) QJZ co cL W O F- 0 ALC U PROJECTNUMBER: 15111 DATE ISSUED: OCTOBER 30, 2017 REVISIONS: ,Q3-8-17 REVISIONS PER CITY COMMENTS 2 4-26-17 REVISIONS PER CITY COMMENTS 6-21-18 REVISIONS PER OWNER TI -11 REVISIONS PER CITY COMMENTS ®8-18 REVISIONS PER OWNER SHEET TITLE BUILDING CODE INFORMATION SHEET [T NUMBER C 2 CONSTRUCTION SET J la `--r�------,may — �—f�------- WAI��a toB` r-77 - 71 ta-a• 4'X101 PANEL 4'X 1a PAF7EL i 4'X 1a PANEL QEI — :j L-' L—t U L _ i LJ L=.,, T — — — — — — RAVELDIQ111L G58' -'i• r �� �_TI t ��_Ex _CI H.C. RAMP ®1'.,2 'EGRESS RAMP FIRST FLOOR OCCUPANCY LIFE SAFETY PLAN SCALE 3116'= 1`A' 0 CRYor ATLANTIC BEACH FI _ SEE PERMf75 FOR ADDITIONAL REQUIREMENTS AND CONDITIONS u GATE: f REVIEWED By; 0 oc i C.{t..•.�t--E i{��(t s,c.i � �i ✓ G o,.c3nr1 L S "OUZ.S + � s1 �.,.� Pc.°a-:yttr 05NS `� t.. ci d%•r E e�j PJ �v e. 1 F• �� .� r +e e— L7 1 o MENS1-7704 =' l Ef HOT �1 ' ®N PPPP �e RI'1Be y10 Q 1 COMMON PATH OF TRAVEL= 49-91 i Im '1 .s,•ryts'rs•�•,;-6', fi;rs•tst.s'as t•-s,s tsi?s••1-s, i 1 240' ANE L 2X 6'PANEL 2X8'PANEL 2X1a PANEL j r IN o r4 I OFFS 7 ENTRY( 2 1a PANEL § 2Lg ��1.¢ P 1 IN G r �X PANEL 101 xv v Cj l 102 L11 N l�l EXIT m EXT RIOR RALCONYOVE HEAD w :2 PLANTER •QV 1aie1°� /f Y I l r` a A SOUTHERN BIS1PQ & BARA� 303 Atlantic Blvd. JJ1JJ1 Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Arcbite—al and Interior Design Juhannc N. Occrby, IL 4. 2452 Puillan Street Jacksonville 13c h, Florida 32250 9tH -70A-8628 Cmai1: jnavccb-v2battnet _ !v . p, A0. R,xtb',. Fl CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design@200flrststreet.com 904-535-0270 ph 904246-8402 fax z > C`O O J te) m N M F— N .( U ©4Z L W J = F_ <0 QC 00 W O m 1 U_ Z) c'7 F— C:) QJZ co cL W O F- 0 ALC U PROJECTNUMBER: 15111 DATE ISSUED: OCTOBER 30, 2017 REVISIONS: ,Q3-8-17 REVISIONS PER CITY COMMENTS 2 4-26-17 REVISIONS PER CITY COMMENTS 6-21-18 REVISIONS PER OWNER TI -11 REVISIONS PER CITY COMMENTS ®8-18 REVISIONS PER OWNER SHEET TITLE BUILDING CODE INFORMATION SHEET [T NUMBER C 2 CONSTRUCTION SET CUSTOM STEEL BUCKET WATERPROOFING BY OTHERS �Iti`n6i I __ II I II - BUILT OF Y4" PLATES, SEE is it =:1I N SPECS TO RIGHT 4—Y2" THRU BOLT IN I II 11 PRE—DRILLED HOLE z (5)2x6 P.T. Z Q BEAM _j Q Q z WATERPROOFING En 0 o BY OTHERS ti1_.__._ 4"0 H.D.G. STEEL PIPE mol""' I__ COLUMN FASTEN TO STEEL r l 1 �/2" TYPE B 22ga GALVANIZED JOIST WELDED @ EA. END 0 5 METAL ROOF DECK 1 l FASTEN DECK PER DECK Y2" BASE PLATE, SEE N ATTACHMENT DIAGRAM ON 1/S4.2 SPECS TO RIGHT / 0 1 J ,4 / SPECIAL STEEL JOIST, SEE LOADING DIAGRAM SEE 2/S3.1 ASSEMBLY ELEVATION VIEW ,4 0 L2x2xY$" DIAGONAL X—BRACE WE! DED EACH END @ 36" O.C. AS SHOWN Y2" TH R U BOLT IN 10/16" PRE—DRILLEDSPECIAL HOLE 10" STEEL JOIST, SEE LOADING 13 " 6Y" 1 i4' DIAGRAM ON op 2/S3.1 0 LC) N o 0 V6)' CUSTOM BUCKET ELEVATION VIEW 00 Y2" TH R U BOLT IN 1%6" PRE—DRILLED HOLE 8Y" 4 74 BASE PLATE PLAN VIEW CUSTOM BUCKET SECTION `VIEW 1) CUSTOM BUCKET SHALL BE CONSTRUCTED FROM Y4" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS 2) BASE PLATE SHALL BE CONSTRUCTED FROM Y2" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS 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 1 PATIO FLOOR DECK DETAIL UNIFORM LOAD: DL: 64 PLF LR: 64 PLF SCALE: 3/4" = V-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# �1 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. 4"0 H.D.G. STEEL PIP1 COLUMN FASTEN T( STEEL JOIST. SEE 1�- (TYP 16 PLACES TINU PIPE 0 A i PLANTER ASSEMBLY W/ FRAME RIBS- BY OTHERS SPACED AT 2'-0" , SEE'_' 7/S3.2A FOR CONNECTION 4x4 BUILT—UP CFS COLUMN W/ CFS CAP AND BASE PLATE, SEE 7/S3.2A, FOR SPECS AND END FASTENING. DO NOT SUPPORT STEEL BEAM ON CFS COLUMN - SPECIAL JOIST LOADING SCALE: 1/2" = V-0" SEE PLAN FOR SPECIAL JOIST LOCATIONS 5,— 7" 5-7" 5-7)) z F- V) X w __ I II -i =1 TORAGE ~_ �Iti`n6i I __ II I II - 110 is it =:1I N 4 2x6 P.T c) . j_. __ I II J �Iti`n6i I __ II I II 0 _ II is it =:1I N � ��� , j_. r I II 11 z LL Z Q LU _j Q Q z C)Q En � ti1_.__._ mol""' I__ _..__-. __ I II J �Iti`n6i I __ II I II 0 _ II is it =:1I N � ��� , ,.,, r I II 11 2x6 P.T. LEDGER, FASTEN TO PARAPET w/ 4-1/4"x3" TAPCONS @ 16" O.C. EXISTING TRUSS TO REMAIN AS IS. DO NOT ADD ANY ADDITIONAL LOAD UON) HSS5x5x3/6" COLUMN.) /5\ BEAR ON CMU WALL CFASTEN EACH END PER 5/S3.2A CiI 0 HSS5x5x3/s" COLUMN. BEAR ON CMU WALL FASTEN EACH END PER 5/S3.2A 0 HUC26-2 EACH END / STRUCTURE N THIS z AREA TO EMAIN AS IS U ESS OTHERWISE NOTED HUS26-3 MASONRY HANGER. HUS26-3 MASONRY HANGER. LEAVE TWO PLY'S 3" SHORT FOR HANGER INSTALLATION HSS5x5x3/6" COLUMN. BEAR ON CMU WALL FASTEN EACH END PER 5/S3.2A EXTERIOR PATIO FLOOR FRAMING PLAN SCALE: 3/16" = V-0" SP DESIGNATES SPECIAL JOIST, SEE 2/S3.1 FOR LOADING _r 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 0, 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. ARCHITECT: Julianne N. Overby, PA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverb),gatt.net N.C. 12109 • IT. AR -0017060 • IT. ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(d-)200firststreet.com 904-535-0270 ph 904-246-8402 fax z> J M (N 0 I- N U M \Q 0 z LL Z Q LU _j Q Q z C)Q En � M mol""' _U Q I- cy) z Q W 0 �. �0Q 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 SHEET TITLE EXTERIOR PATIO FLOOR FRAMING PLAN AND DETAILS SHEET NUMBER S3ml �o CONSTRUCTION SET 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 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 O 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) 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 FIELD CONDITIONS. —DIMENSIONS AND WATERPROOFING ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTACT EOR IF ANY CONFLICTS EXIST. STEEL CONNECTION LEGEND: DESIGNATES NEW HSS5x5x316" 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 AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED NON—LOAD BEARING POST, LEAVE MIN. 1" SHORT OF STRUCTURAL STEEL BEAM ' ABOVE P 4x4 BUILT—UP CFS COLUMN W/ / CFS CAP AND BASE PLATE, SEE 7/S3.2A FOR SPECS AND END FASTENING. DO NOT SUPPORT STEEL BEAM ON CFS COLUMN qmi N D O D z F_ z 0 UA__ AD- X N 3 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 CONTINUOUS PT RIM BOARD, FASTEN TO EA. RAFTER W/ A34 (TYP) C5 IMPORTANT NOTE: CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) HSS5x5x3/6" COLUMN. BEAR ON CMU WALL ' V//X/ FASTEN EACH END PER 5/S3.2A - -" J 0 F ATION 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. STRUCTURE IN THIS AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED 2 A 3.2 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 EXTERIOR PATIO FRAMING PLAN +ss SCALE: 3/16" = 1'-0" I IMPORTANT NOTE: \ _ CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) SIM _ 2 _ q 3.2 A __ ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL - 9/S3.2A (4 PLACES TOTAL) W8x35 1 - � i 2 _ 2 ' _ 3.2 :! - 3.2 -_ _ A D. q (2)2x4 PT LEDGER, FASTEN PER 4/S3.2A a ABO B �l u 3 \ ii _■ Uf \NS ABOVEW8x35 B W8x35ABOVE Q_ 11 lip a, B W8x35 ABOVE 2x4 SYP#2 ROOF RAFTERS © 24" OC. FASTEN TO, Z` r`' l STEEL BEAM PER 1 AND 2/S3.2A (TYP) ®• B PROVIDE BLOCKING BETWEEN EACH RAFTER. AE30VE ALL BLOCKING SHALL BE NAILED PER ROOF SHEATHING SPECS � D. B ABOVE z Z 710 o t ABOVE " " ' A13OVE.� B IMPORTANT NOTE: CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) HSS5x5x3/6" COLUMN. BEAR ON CMU WALL ' V//X/ FASTEN EACH END PER 5/S3.2A - -" J 0 F ATION 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. STRUCTURE IN THIS AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED 2 A 3.2 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 EXTERIOR PATIO FRAMING PLAN +ss SCALE: 3/16" = 1'-0" I IMPORTANT NOTE: \ _ CANTILEVER STEEL SUPPORT BEAMS TO CARRY ROOF OVERHANGS AS SHOWN (TYP) SIM _ 2 _ q 3.2 A __ ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL - 9/S3.2A (4 PLACES TOTAL) W8x35 1 - � i 2 _ 2 ' _ 3.2 :! - 3.2 -_ _ A D. q (2)2x4 PT LEDGER, FASTEN PER 4/S3.2A 3 �I�I®I\!ice a B �l u 3 \ ii _■ Uf \NS !! B Q_ a, B 2x4 SYP#2 ROOF RAFTERS © 24" OC. FASTEN TO, Z` r`' l STEEL BEAM PER 1 AND 2/S3.2A (TYP) N. B PROVIDE BLOCKING BETWEEN EACH RAFTER. Ir, ALL BLOCKING SHALL BE NAILED PER ROOF SHEATHING SPECS � D. B z Z o t " " ' B STRUCTURE IN THIS N AREA TO REMAIN mi 3 �I�I®I\!ice AS IS UNLESS OTHERWISE NOTED 2 3.2 CONTINUOUS PT RIM BOARD, FASTEN TO EA. RAFTER W/ A34 (TYP) SEE DETAIL 9/S3.2 FOR TYPICAL BLOCKING vgfjKiTF RC PATIO ROOF PLAN A STRUCTURE IN THIS AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED G 2x4 PT BLOCKING @ 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) Fj A5 C NEW PAGE 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: jnoverbygatt.net N.C. 12109 • 17.. AR -001'060 • 17.. ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(a-)_200firststreet.com 904-535-0270 ph 904-246-8402 fax 0 z > CM O —1 N F— m N Q\ _U M OzH Z Q ., Lij _I Q z O Mw W O Q cy) z �"— Q C0 0— W O E— �OQ 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 SHEET TITLE EXTERIOR PATIO FRAMING AND ROOF PLAN SHEET NUMBER 040�� YC S3m1A CONSTRUCTION SET �l u \ ii _■ \NS !! AS IS UNLESS OTHERWISE NOTED 2 3.2 CONTINUOUS PT RIM BOARD, FASTEN TO EA. RAFTER W/ A34 (TYP) SEE DETAIL 9/S3.2 FOR TYPICAL BLOCKING vgfjKiTF RC PATIO ROOF PLAN A STRUCTURE IN THIS AREA TO REMAIN AS IS UNLESS OTHERWISE NOTED G 2x4 PT BLOCKING @ 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) Fj A5 C NEW PAGE 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: jnoverbygatt.net N.C. 12109 • 17.. AR -001'060 • 17.. ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(a-)_200firststreet.com 904-535-0270 ph 904-246-8402 fax 0 z > CM O —1 N F— m N Q\ _U M OzH Z Q ., Lij _I Q z O Mw W O Q cy) z �"— Q C0 0— W O E— �OQ 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 SHEET TITLE EXTERIOR PATIO FRAMING AND ROOF PLAN SHEET NUMBER 040�� YC S3m1A CONSTRUCTION SET 1 0 - — > a i —I � CM N ~ co N 2 U — — _ I- J z LL zQ LLI= 3 — — Z o w 00 Q 4 < (y) z W 0— .J LL1 0 — reopQ 5 — — i 6 — — i d- 7 — — i $ o - g — — A 6 24'-9" 14'-10" C D 24'-9" 0 A D EXTERIOR PATIO STEEL DIMENSION PLAN SCALE: 3/16" = 1'-0" i _2 3 4 i ki 6 VA i. 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. 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 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 O 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) M M A5 C NEW PAGE C 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: Tnoverbygatt.net N.C. 12109 • Il.. AR -0017060 • I7.. M-4621 CONSULTANT: FORM SPACE, INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(d)-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 SHEET TITLE EXTERIOR PATIO STEEL DIMENSION PLAN SHEET NUMBER OAy0 41 0o A�� S 3 m 1 B CONSTRUCTION SET 0 Z > 0 —I � CM N ~ N Q U M > O _ I- J z LL zQ LLI= Z o w 00 Q < (y) z W 0— .J LL1 0 — reopQ 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 SHEET TITLE EXTERIOR PATIO STEEL DIMENSION PLAN SHEET NUMBER OAy0 41 0o A�� S 3 m 1 B CONSTRUCTION SET 5/8" 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, ' " SEE PLAN 4 . T ' OF STRUC, + 1 V-3" . F TOP E S T Rx,f. CEILING SECTION 3"x3" 14 GAGE FRAMING CLIP AT EACH WALL STUD. FASTEN TO METAL STUD w/ (4)#12-14 TI SCREWS AND TO ANGLE w/ (2).1450 P.A (INSTALL P.A.F. AS CLOSE TO BEND AS POSSIBL FASTEN TO METAL ROOF DECK v (2)#12-14 SCREWS @ 6" 0. EXISTING TRUSS TO REMAIN AS IS 20" STEEL JOIST--______ DIRECTLY BELOW CFS WALL SEE PLAN (4) #12-14 SCREWS @ CORNER I STUD CH STUD TO RUNNER TRACK W/ (1) #12-14 SCREWS THROUGH EACH FLANGE AS SHOWN SEE 7/S3.2A FOR PLANTER 0 ( OVER EXISTING ROOF CONNECTION 550T162-33 TRACK, FASTEN w/ (2)#12-14 SCREWS ON 16" O.C. 5505162-33 STUDS @ 16" O.C. a 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) 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 l OF THE CONTRACTOR. 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. 2"x2"x3/6" EDGE ANGLE WELDED TO EACH JOIST TO CARRY UNSUPPORTED METAL DECK METAL DECK, NO CON C. x LAP JOINT, COPE x FLANGES OF TRACK AS REQUIRED @ CORNER (1) #11--14 SCREW CP EACH STUD ALL WALLS SHALL HAVE CFS TRACK TOP & BOT. AND ALL TRACK MATERIAL SHALL BE 550T162-33 "2_� TYPICAL CFS FRAMING DETAILS S3.2 WOOD STAIRS BY BUILDER 3"x3"x%4" EDGE ANGLE 1 METAL DECK w/ CONCRETE TOPPING STEEL JOIST, SEE PLAN 3 SECTION S3.2 3"x3"x%4" EDGE ANGLE WELDED TO EACH JOIST METAL DECK, w/ CONC. X r t "_AERN BI - 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: jnoverbv(cr�,att.net N.C. 12109 • 171.. AR -001'060 • JT. 1D-4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(a)-200firststreet.com 904-535-0270 ph 904-246-8402 fax " Z > ARCH. COORDINATION 06/01/17 O -1 cc? z ' O� 444- `- N F— -`'�•••• A' CN Q U M > OzH F— zQ Lu J = 0' E-- (j F— Q Q z cy) W Q O m I � CY) _U l.__<0z F— Q u) n I LU 0 F- �0Q U SHEET TITLE EXTERIOR PATIO FLOOR DETAILS SHEET NUMBER /0 6A S3m2 CONSTRUCTION SET PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 " 1 ✓ Aar p"PF REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 z ' O� 444- `- RETAINING WALL 11/09/17 -`'�•••• A' REVISION PER OWNER 6/21/18 -.f SJp�.- k• ,,,„°",,4 5 REVISION PER OWNER 11/28/18 SHEET TITLE EXTERIOR PATIO FLOOR DETAILS SHEET NUMBER /0 6A S3m2 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" SIMPSON H3 2x8 PT PLATE FASTENED W/ (2)2" CARRIAGE BOLTS AND WASHERS @ 24" OC. STEEL BEAM PER PLAN A5 NEW PAGE 2x4 BLOCKING, FASTEN EACH END W/ (2)10d AND BOT W/ (1)10d @ 3" OC WATERPROOFING ROOF SHED BY OTHERS PER 1 CONT PT FASCIA. FASTEN TO EACH RAFTER W/ SL E: 4"/FT A34 (TYP) i TYPICAL PATIO ROOF 3.2 RAFTER TO STEEL BEAM SCALE: 3/4" = 1'-0" 12" (4)3/4" A325 BOLTS W/ 10 NUT AND WASHER 2" 8" 2" 10, N - 0 3/ 6" N 00 � L No o R 3/4>> Y4" WEB STIFFENER. WELDED TO STEEL BEAM W/ 3/6" 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 SIMP 2x8 PT PLATE FASTEI (2)2" CARRIAGE BOL WASHERS @ STEEL BEAM PE 2x4 SYP#2 ROOF RAFTERS 24" OC. LAP MIN 12" 2x4 BLOCKING, FASTEN EACH END W/ (2)10d AND BOT W/ (1)10d @ 3" OC. FASTEN TOP W/ 8d RINGSHANK @ 6" OC WATERPROOFING BY OTHERS PATIO ROOF EDGE= CONDTION �.2SCALE: 3/4" = 1'-0" 10/ 12' EXISTING CMU WALL 71" 31„ 1 4 1-" 3 2 4 �6 SIN d- r 0 —IN O O 1 1,> 4„ 11 1 „ 2 7 2 (8)3/4"O THRU BOLTS W/ WASHER DRILLED �Ic & EPDXIED 12" MIN NORTH COLUMN INTO EXISTING GROUT BASE PLATE FILLED CMU WALL - - 2 TOTAL�Ic 17" 1>, 31>> 31„ 1„ 4 4 8 4 4 SIN A 0 0 0 0 o o ❑ o 0 CONT PT FASCIA. FASTEN TO II EACH RAFTER W/ A34 (TYP) SIMPSON H3 2x12 PT PLATE FASTENED W/ (2)3/4" CARRIAGE BOLTS AND WASH[.RS @ 16" OC. STEEL B[ AM PER PLAN (6)3/4"O THRU BOLTS W/ WASHER DRILLED 14 & EPDXIED 8" MIN INTO EXISTING GROUT 11 FILLED CMU WALL 8" o 0 STING U WALL 2 TOTAL ROOF SHEATHING, PER 1 /S3.2A 2x4 PT OUTLOOKERS @ 24" OC. FASTEN EA END W/ A34 (2)2x4 SYP#2 ROOF RAFTERS @ 24" OC. SLQPE: IN/O//THE PAG SIMPSON H3 CEILING UNDER -FRAMING BY BUILDER PATIO ROOF ROOF OUTLOOKER SCALE: 3/4" = 1'-O" ROOF SHEATHING ���� _ PER SPECS �� (2) ROWS 8d RINGSHANK @ 6" OC ROOF RAFTER AND i ,. -, (1 ROW EA RAFTER) BLOCKING, SEE PLAN ! o I I (2)2x4 PT RAFTER, FASTEN TO EXISTING CMU WALL W/ Y2"x6" 0 TITEN HD @ 16" OC & HGA10KT �T� 0 3/4w;�.�, USING (8)4"x1Y2"SDS (STAGGER _GAP TO AVOID CONFLICT) �y 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 Y" 2 2 Y TYP. C� E5 2 _ a a- cn 3. 4. - SLOPE: !, I INTO'="' yFf E - --- _ /PAGE IIi •' EXISTING CMU WALL \ • _ __________ CEILING HEIGHT VARIES FROM F.F.E. 3» GAP-'..____—_ CEILING HEIGHT 9'-0 FROM F.F.E. 4 PATIO ROOF ADJACENT TO EXISTING .2/4)) WALL SCALE: 3" = 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 KL4x3 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. ALLOWABLE BOLT SHEAR = 9.25 K. 2. WELDING MAY BE USED IN LIEU OF BOLTING. WEL- - - LOADS SHOWN. IN ` 3. USE 5/6" FILLET FOR CONNECTION TO STIFF. P OF T ` 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CC WEST COLUMN EXISTING NOTE: BASE PLATE CMU WALL 1) FASTEN TRACK TO STUDS WITH 6 W8x35 TO W12x65 CONNEC 2 TOTAL11 NOTES: 1. PLATE SHALL BE CONSTRUCTED FROM A36 STEEL 2. PRE—DRILLED Y6" LARGER THAN BOLTS HOLES PATIO STRUCTURAL HSS COLUMN CONNECTIONS �.2SCALE: 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 + 14'-0" A.F. F -------------- FjOF OF STRUCTURE SCALE: 3/4" = 1'-0" 'IEEE DETAIL 1/S3.2 FOR II'ARAPET WALL AND DECK DETAILS -- 20" SPECIAL STEEL JOIST, SEE PLAN ADA RAMP AT NEW EXTERIOR PATIO SCALE: 3/4" = 1'-0" 3x3x3" STEEL ANGLE SLOPED TO MATCH RAMP. FASTEN TO EXISTING WALL W/ 2"x6" TITEN HD @ 24" OC 3x308" STEEL ANGLE COPED AND WELDED EA END. SPACE @ 4" OC 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 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: inoverbv@att.net N.C. 12109 . 11—AR-001 • IT. ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design D-200firststreet.com 904-535-0270 ph 904-246-8402 fax z 0 > _j M N N s.: s,; #8x%" TEK SCREWS @ 24" O.C. �.2SCALE: 3/4" = 1'-0" zd 2) FASTEN STUDS TO STUD WITH J ry T (2)ROWS #8x3/" TEK SCREWS @ 12" zo (3)4" THRU BOLTS AND WASHERS. BUILT UP COLUMN 0.0 QC, O z FASTEN THRU PLANTER w 0 I-- �0< U FRAMES. (2 PLACES) 2—VERITCAL STUDS ALL BLOCKING SHALL BE NAILED 2—HORIZONTAL TRACKS PER 2/S3.2A (TYP) OMIT 44 BUILT—UP CFS COLUMN W/ CFS (s 2-40OS162-43-33KSI BLOCKING CONTAINING CS16 CAP AND BASE. FASTEN BASE TO PARAPET TRACK W/ (4)#8x" r' 2-400T125-43-33KS1 ALL STEEL SHALL BE HOT 1. TEK SCREWS W/ WASHERS AND DIPPED GALVANIZED TOP TO STEEL BEAM W/ SLOTTED HOLE VERTICLIP W/ MIN (4) FASTENERS TOP VIEW ALL WATERPROOFING RAILING BY OTHERS — — — — — — — --� 3X34' STEEL ANGLE SIMPSON HTT5. FASTEN TO (2)2x4 BAKING AND BY BUILDER j SLOPED TO FASTEN TO MATCH RAMP. STEEL POST W/ EXISTING CMU WALL W/ $" THREADED ROD EPDXIED (1)1" THRU MIN 7Y2" INTO SOLID CELLS (4 TOTAL LOCATIONS, CAP AND BASE PLATE TO SEE 1 /S3.1 SEE PLAN) BUILT-UP COLUMN W/ (2)#12-14 TEK SCREWS I (2)2x203/6" STEEL EACH FACE DECKING BY ANGLE SLOPED TO i OTHERS i ` MATCH RAMP. PROVIDE (2)2x4 BLOCKING WELDED EACH FIRST TWO BAYS, END SEE TOP VIEW ABOVE 'IEEE DETAIL 1/S3.2 FOR II'ARAPET WALL AND DECK DETAILS -- 20" SPECIAL STEEL JOIST, SEE PLAN ADA RAMP AT NEW EXTERIOR PATIO SCALE: 3/4" = 1'-0" 3x3x3" STEEL ANGLE SLOPED TO MATCH RAMP. FASTEN TO EXISTING WALL W/ 2"x6" TITEN HD @ 24" OC 3x308" STEEL ANGLE COPED AND WELDED EA END. SPACE @ 4" OC 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 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: inoverbv@att.net N.C. 12109 . 11—AR-001 • IT. ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design D-200firststreet.com 904-535-0270 ph 904-246-8402 fax z 0 > _j M N N ~ U � 0z� zd w J ry Q zo co U QC, O z Q w 0 I-- �0< 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 SHEET TITLE EXTERIOR =- EXISTING PATIO DETAILS CMU WALL _ CEILING HEIGHT VARIES FROM F.F.E. -- SHEET NUMBER 3>> SEE 4/S .2A FOR 4I CEILING HEIGHT TYPI L ROOF I�. --- GAP; � 9'_O FROM F.F.E. 06(,' ADJACENT TO �I EXISTING WALL CS3m2A CONNECTION �� Q 9 ROOF DIAPHRAGM CONNECTION CONSTRUCTION SET