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303 ATLANTIC BLVD - PERMIT 17-CADD-3210 (2)a I INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS =s# SCREWS PER > ONS HAVE �� 3"x3"x5" LONG 14 GAGE FRAMING CLIP AT BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING " EACH WALL STUD. FASTEN w/ (5)-Y4x2" (4) #12-14 LAP JOINT, COPE NOTES � TAPCON TO SLAB & (4)-#12-14 TEK SCREWS CORNER FLANGES OF TRACK ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL STEEL STUD AS REQUIRED @ CORNER AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED �.. C SCREWS TO STEEL STUD. ` J IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND f NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY FASTEN TRACK TO SLAB WITH 0.145"� CORNER FRAMING INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE P.A.F. AT 16" O.C. 3" SPACING MINIMUM DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE,. CC (U.O.N.) ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. x` RUNNER TRACK ° ° ° 1 1 -14 SCREW STUD FOR SHEATHING `J 3 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY, ° ° O # SCREWS PER CONNECTION J SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT C @ EACH STUD NOTES THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE 7A, ATTACH STUD TO RUNNER TRACK ` STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY W/ (1) #12-14 SCREWS THROUGH / OF THE CONTRACTOR. �. i ! 1".. t C 3 MIN FROM EDGE EACH FLANGE AS SHOWN 1 Ii" P r'° . C ALL WALLS SHALL HAVE CFS TRACK TOP & BOT. AND SLAB ON/FOOTING ON GRADEJ INTERSECTION FRAMING C / ALL TRACK MATERIAL SHALL BE 60OT150-33 303 Atlantic Blvd. 1 CFS WALL FRAMING DETAILS Atlantic Beach, FL 32233 C S1.1 C SCALE: 1/2"=l' -O" C ARCHITECT: VERY IMPORTANT NOTE: AT ALL NEW AND EXISTING CMU WALLS. CONTRACTOR SHALL REFERJulianne N. Overby, RA TO PAGE S4.6 FOR DIFFERENT FRAMING OPTIONS BASED ON THE A, EXISTING CONDITION. PLEASE CONTACT EOR FOR AND QUES11ONS OR 8" CMU W LL, Architectural. and Interior Design CON-CERNS� -N -N � -- --N--N w/ #5 Q 24" Julianne N. Overtly, R.A. 9 S 9 ) O.C., SEE 4.1 2452 Pullian Street Jacksonville Beach, Florida 32250 NEW TO EXISTING, NEW WALL 904-704-8628 SEE 7/S4.2 (TYP.) ( Email: Inoverby"att.net I N.C. 13109 . FL. AR -001 7060 • FL. ID -4621 NEW WALL C J _j J CONSULTANT: w Q Q Q z l NEW OPENING IN Q NEW WALL FORM S PAC E 1 N C EXISTING CMU, EXISTING w 6005162-33 w w z SEE 8/S4.5 z CF STUDS © w ,�3 Q 4 UixL Q J NEW WALL NEW WALL 200 FIRST STREET SUITE 2 05 12 O.C., z <c NEPTUNE BEACH FLORIDA 32266 I - ° c� f G , J I SH W A FAS TEN PER 1 OH 1111111111111111111111111111 1111111IRT111 III[ ----- 1 ? 1 /S1.1 '�' w -� LB -0 design 20Ofirststreet.com EXISTING WALL EXISTING WALL ( - NEW WALL z STEEL BEAM z -0 z STEEL BE ___ 904-535-0270 ph 904-246-8402 fax L ----- _ ABOVE _ LB -1 _ ABOVE F------ I NEW CFS WALL I I NEW CFS ALL 11 NE WALL J I --NEW WALL, SEE 3/S4.6 I COLUMN 1 1� NEW WALL �l III I I TO REMAIN I I STEEL B .AM EXISTING STEEL BEAM REINFORCE ALL I I I I I I L�3 TO CMU WALL, COLUMN I STI; EL BEAM TO CMU WALL, EXISTING 12" CMU y' '`-�� - �- TO CMU WALL, VERY IMPORTANT NOTE C] I z I I Z I T_ SEE 3/ 4.4 TO BE SEE 3/S4.4 / - I SE 3/S4.4 O AT ALL EXISTING STEMWALLS, z WALLS PER 1 S4.6 I I f-__-- I I (TYP. EA E D) REMOVED ����� ����� (TYP. EA END) " SEE PAGE S4.6 FOR CMU ',FALL C� J I I S w I I ' - w I I -= =- - �_ CONNECTION OPTIONS a , WU ��%i � N � �`, _. COm <t COOLERNON LOAD BEARING _ i I _- 105 WALL. MAY BE I I i O I I ---- - -._ O 1 I --- - -- 1 1 3 I I I I I I �� �� -� U co CD REMOVED AS NEED I I I I EXISTING COLUMN �' I v- -' Q _ I I l i 1= w w X -E T 4"x4"xY4" STEEL COLUMN, -- PRE FAB STEEL STAIR. CONTRACTOR VERIFY I I E > I I > I I AND ROOF IN THIS m, 0 1 1 0 1 1 a y �l N s V) i I i L "" °' 1 I m I I AREA T BE -�e 1` SEE 78c8/S4.3. PROVIDE SHOP DRAWINGS azH VERY IMPORTANT NOTE: I I �° `" REM LVED I �4 w w I I I I ¢, I z PRIOR TO CONSTRUCTION AT UNREINFORCED WALLS CONTRACTOR SHALL REFER I I i i cn Cn I I CEILING ELEV 0° c STEEL BEAM ABOVE z I I > > _�I - - - II �-, W _l Z TO PAGE S4.6 FOR DIFFERENT FRAMING OPTIONS I I I I I I I AFF -10 -0))w ,- BASED ON THE EXISTING CONDITION. PLEASE CONTACT I I I ! i I I I I �' LI O �! ' t NEW WALL, SEE 3/S4.6 � U EOR FOR AND QUESTIONS OR CONCERNS. DINING I , STEEL BEAM o I I o I I X107 TO CMU WALL, Q S I I I I SEE 3/S4.4 M W rt� ' O m rz-- I I COLUMN I I �__ -_ �� S5.0 (o INFILL WALL BELOW EXISTING LINTEL w/ j C I I TO REMAIN I I FILL ALL CELLS i STEEL BEAM � U X i i X I I T CMU WALL, -._ � _ D Co rORA -.- 12 CMU PER 9/S4.0 w I I w I I w/ VERTICAL I SEE 3/S4.4 LB -0, LB -1, LB -2, N I II I I DENOTES LINTELS, co LB -2 II LB -2 LB -2 LB -0 Lo SEE 6/S4.1. ~ Q C/) Q 0 Waw EXISTING I EXISTING NEW WALL NEW WALL N � �-� WALL �� i WALL w � O Q - EXISTING NEW 12" CMU WALL, ADD VERT. w 4'-8"x2'-0" CMU 3'-2"x2'-0" CMU w CMU WALL REINFORCING SIM TO 4 S4.6 COLUMN w/1-#5 AT CEILING ELEV COLUMN w 1- 5 AT z U Cn EXISTING COLUMN TO REMAIN / _/ # AS IS (REINFORCE AND FILL -_ -== J 16" O.C. MAX AND IN AFF=10'-0" 16" O.C. MAX AND IN SOLID) RECOMMENDED TO H.C. RAMP C� 1:12 � EACH CORNER, (FILL OIL EACH CORNER, (FILL � FILL CELLS EA. END ALL CELLS SOLID OF NEW OPENING MOVE DOOR SO WE CAN EGRESS RAMP ALL CELLS SOLID) ) m PROJECT NUMBER: 15111 KEEP COLUMN. --'_g 3'-2" 31 - LE -2 J DATE ISSUED: MAY 1, 2017 --- ,k--,�' LB -2 LB -2 LANDSCAPE o _ REVISIONS: PLANTER ARCH. COORDINATION 06/01/17 0 0 I I COORDINATION 06/26/17 RIOR BALCONY OVERHi.4'-9"x2'-O" 3 COORDINATION 10/04/17 SEE 6/S4.3 -------------- ------- 4-g„x2,-0„ „L -SHAPED„ 10x10 ZTERSOLA , FOR CONNECTIONS -- _-� - _ - -::.- AM 16"COLUMN O C.NMAX ANDINLANDSCAPE - PLANTE[`, EACH CORNER, (FILL ALL 10x10 PERGOLA -- CELLS SOLID) SHEET TITLE POST. 6 ANTER BY OTHERS 54.3 FIRST LEVEL MASONRY NOTES: 10x12 PERGOLA PL 1. GROUT ALL CELLS CONTAINING VERTICAL REINFORCING AND ALL CELLS BELOW GRADE. SEE 1/S4.1 FOR GENERAL RAFTER GROUTING r,IOTES WALL FRAMING 2. MASONRY WALLS SHALL BE REINFORCED WITH 1-#5 VERTICAL PLAN © 48" O.C., UNLESS OTHERWISE NOTED AT CORNERS, JAMBS FIRST EVEL WALL FRAMING PLAN AND WALL INTERSECTIONS. SEE 2/S4.1 FOR ADDITIONAL SCALE: 3/16" = 1'-0" Luis A Pontigo pE REINFORCEMENT OF JAMBS AT OPENINGS OVER 4'-4" TO NOTES: SEE S4.1 AND S4.6 FOR TYPICAL CMU WALL REINFORCING DETAILS PLAN DIMENSIONS HAVE SHIFTED OU 04 2017 9'- 4 . TO MATCH EXISTING CONDITIONS 0 SHEET NUMBER „ H - PE NO 533'E 9 3. PROVIDE HORIZONTAL JOINT REINFORCING © 16 O.C. „1pp14rmr►ra,wh 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BONDS ,���`��'J P P0'V '•, a �........,• y% V CEN ••: G� • 3 SHALL NOT BE USED. � •. � •o Simi -. 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING No33'� SHALL INTERLOCK, EVERY OTHER COURSE. Trr ST, XYT EE F 6. SEE SO.2 FOR MASONRY BLOCK AND GROUTING ' SPECIFICATIONS. 7. LB-# DENOTES LINTEL, SEE 6/S4.1 ti ;rS/p �;��� CONSTRUCTION SET 2%2%x 1611 EDGE ANGLE WELDED `I TO E CH JOIST TO CARRY_ _ _ 3"x3"x)/" EDGE ANGLE UNSUPPORTED METAL DECK WELDED TO EACH JOIST 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. I` METAL DECK,METAL DECK, 3 ` NO CONC. �� \� w/ CONC. 3 `- '�-�'� `-'� �� CONCRETE SLAB OVER METAL DECK: 1 C 80OT150-54 CFS LEDGER TO CFS STUDS, 800S162-43 CFS ROOF RAFTERS @ 24" O.C., I ! 3Y" NORMAL WEIGHT CONCRETE FILL w/ 6x6 W2.1xW2.1 WWF C SEE 9/S4.5 FOR CONNECTIONS SEE 9/S4.5 FOR CONNECTIONS J �J II 11/2" TYPE B 22ga GALVANIZED METAL ROOF DECK 80OT150-43 CFS LEDGER TO CMU, > �� METAL FLOOR DECK, T/SLAB EL. = +14'-0" (4" TOTAL SEE 9 S4.5 FOR CONNECTIONS i THICKNESS) FASTEN WITH 5/8"0 PUDDLE WELDS WITH WELD 800S162-68 CFS CANTILEVERED LEDGER, / BB � WASHERS IN 36/4 PATTERN WITH #10 TEK SCREW SIDE LAP FASTEN TO CMU WALL w/ (5))/4"x13/41' ✓-1 �� � FASTENERS @ 6" O.C. TAPCON @ 8 O.C. 9 � C FASTEN TYPICAL LEDGER TO CANTILEVERED J SIM. ( LEDGER w/ 4%4%6" LONG 14 GAGE FRAMING / CLIP. FASTEN CLIP w/ (5)#12-14 TEK _ _ _ _ _ _ STEEL BEAM TO 4 / CLOSE SCREWS EA. LEG CMU WALL, 54.2 j 200 w EE 3/S4.4(TYP. STEEL BEAM (SPAN DIRECTION OF EA END SPAN DIRECTION OF NEW ) i7_�21 TO CMU WALL, NEW METAL METAL DECKING (TYP.)„ Y � 3 ,. SEE 3/S4.4 DECKING (TYP.) II 1'/2 TYPE B 22ga GALVANIZED METAL ROOF DECK 2 EQUAL SPACES I o ! (TYP. EA END) FASTEN DECK PER 9/S4.5 SIM. SIM. @ 4'- " EA. i Al �m R 8, 8 1 S4.2 � , J? S4.2 C) S4.3 I I ) I untmo ---- II 11 II II IIli 6..-- -- - -` -- - -- - - - W12A9 -_-_- il i; II II II II II SI -EEL BEAM CONN, I. 'f II II II II 1 2 II SEE 4 S4 3 .•. I�it li II !I II I` � / _- S3.2 .1 _IEL II II it II it li li I! ° li II (I II II II II600S162-33 !, 1 ERIF 0" 2'-2' 1� cn CFS STUDS @ 12 O.0 , ,-r - g' 2 EQUAL SPAC S) 56'-3" `�'���.� FASTEN IP -.ER. 1/S1.1 8 EQUAL PACES @ 3'-0 8" EA. EA. 1'/2" TYPE B 22ga GALVANIZED CD (� 25' 0" I I ! z METAL ROOF DECK FASTEN DECK PER DECK ATTACHMENT / c~n 1 1 !' DIAGRAP^ ON 1 /S4 2 J - X S3.2 4' 5,4.6 II �yiU '� ii i li li �! li Ii Il !! f1 li II � II II li '� � II II II I !1 II II !! II !! J�ORA 11TT S4.6 i! EXISTING STEEL JOIST @ 4'-0" O.C. TO REMAIN AS IS SEE SHEET S6.0 FOR RTU, HOOD AND FAN FRAMING PLAN 3" TYPE N 18ga GALVANIZED METAL ROOF DECK FASTEN DECK PER DECK ATTACHMENT DIAGRAM ON 1/S4.2 z >co IIIIIIIIIIIIII -' N E-- N Q U IIIIIIIIIiII Q I O z LL Z< W � � U 1 /ERIFY 1' 6", o m Q -- I - -- Qcy)z O S5.0 I- U) wO� - �pQ U N SIM. N � 2 >` 5 EQ AL SPACES 2'- " EA' CONTRACTOR �M Y SLI Cf, ADJUST STEEL I L(5C TION TO AVOID ONF ICT x 54.3 WITH V RTIC L RE NFOR EME T AND PROVIDE NECESSARY EDGE DI ry A V CD M Y M Y Y Co N Y �t Y d Y Id- � N � N Y �r Y Y Y d- X N Y -qr Y -.0- eq N N N CV CV CV 5 CV CV N CV N CV C*I N C14 CV .3 C (4 S4.2 METAL DECK M TA DECK SIM. w/ OUT w , CONCRETE CONCRETE TO F PING C 11 /2" TYPE B 22ga GALVANIZED < TOPPING �_ 4 1:12 2 C METAL ROOF DECK > `�,�, ���� 5 RAMP 54.3 FASTEN DECK PER DECK ATTACHMENT DIAGRAM ON 1/S4.2 -_- I LANDSCAPE Li PLANTER �I FUTURE DECK FRAMING, j SEE S3.1 C ( SEE SPECIAL JOIST LOADING DIAGRAM ( ON 3/S3.1 )A3 A(_� --le -.,-* _-_1 SECOND FLOOR AND LOWER ROOF FRAMING PLAN SCALE: 3/16" = V-0" PLAN NOTES: 1. TOP OF JOIST ELEVATION SEE DETAILS. 2. TOP STEEL BEAM ELEVATIONS (- 1/2") LOWER THAN TOP OF JOISTS. 3. PROVIDE REINFORCING AT OPENIN13S IN MASONRY WALLS PER DETAIL 2/S4.1. 4. FOR JOIST REINFORCING AT CONCENTRATED LOADS SEE DETAIL 3/S4.2. 5. FOR FRAMING AT OPENINGS IN ROOF, SEE DETAIL 2/S4.2. 6. PROVIDE GENERAL REINFORCING IN CMU WALLS PER 1/S4.1 AND S4.6. 7. ROOF JOISTS SHALL HAVE CONTINUOUS HORIZONTAL TOP AND BOTTOM BRID ING TO MEET THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE'S STANDARD SPECIFICATIONS LATEST REVISIONS. PROVIDE SHOP DRAWINGS WHICH INCLUDE THE SIZE AND SPACING OF ALL BRIDGING FOR REVIEW PRIOR TO FABRICATION. DESIGN UPLIFT DUE TO WIND = 24 PSF. 8. ROOF JOISTS SUPPORTING MECHA ICAL EQUIPMENT SHALL BE DESIGNED FOR A 500# POINT LOAD AT THE INTER ECTION WITH RTU SUPPORT FRAMING OR FOR SPECIFIC POINT LOADS PROVIDED BY THE EQUIPMENT MANUFACTURER. COORDINATE ALL SUCH AREAS WI H MECHANICAL PLANS AND SPECS. NOTIF ENGINEER AND JOIST MANUI CTU ER OF ANY DEVIATIONS FROM LOCATIONS MAGNITUDES SHOWN PRIOR TO J IST FABRICATION. 1w SII' 1q_ 1q_ CV N N I C-4 N j CV cV 22'-6'1) 9 EQ ALS ACES @ 2'- " EA. /�� 5"x4" STEEL COLUMN 3 SEE 7&8/S4.3. S4. i > T 7_ W24x55 ! Il SIM. 2 CONCRETE SLAB OVER METAL DECK: S4.3 3Y" NORMAL WEIGHT CONCRETE FILL w/ 6x6 W2.1 xW2.1 WWF TYPE 0.6FD 2-4 ga GALVANIZED METAL FLOOR DECK, T/SLAB EL. = +14'-0" (4" TOTAL THICKNESS) FASTEN WITH 5/8"0 PUDDLE WELDS WITH WELD WASHERS IN 36/4 PATTERN WITH #10 TEK SCREW SIDE LAP FASTENERS @ 6" O.C. ADDITION REINFORCIIIG IN 1 SLAB, SEE 3&7/S4.5 s4.3 I I HORIZONTAL BRIDGING AS EN TR1 AFF ELEV=12'-4" REQUIRED BY SJI (TYP.) - - - C \ w I o_ 0 U� S6 1 LLJI LLJ CL TY @ o Cn CO UMN _j SLAB EDGE zz 5 6 CANTILEVERED BALCONY, S4.3 S6.1 TYP. @ SEE 5/S4.3 COLUMNS C THIS SECTION OF CMU WALL SHALL BE DROPPED 2Y" LOWER THAN REAR WALL TO ACCOMMODATE 5" DEEP JOIST EXTENSION. CONTRACTOR TO COORDINATE WITH JOIST MANUFACTOR PRIOR TO ERECTION OF WALL PLAN DIMENSIONS HAVE SHIFTED TO MATCH EXISTING CONDITIONS IAGONAL BRACING AS REQUIRED BY SJI (TYP) STEEL JOIST EXTENSION BY TRUSS DESIGNER 5" DEEP Luis A Pontigo P� nrT 4 7017 No. 533 1 • F . E P •'��'_ O' 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: jnoverbygatt.net N.C. 12109 • FL. 1 -00170,1(1. FL. ID -4621 CONSULTANT: FORM SPACE, INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(cD200firststreet.com 904-535-0270 ph 904-246-8402 fax rMS Z >co IIIIIIIIIIIIII -' N E-- N Q U IIIIIIIIIiII I O z LL Z< W � � U 1 /ERIFY 1' 6", o m Q -- I - -- Qcy)z O S5.0 I- U) wO� - �pQ U SIM. � 2 >` 5 EQ AL SPACES 2'- " EA' CONTRACTOR �M Y SLI HTL ADJUST STEEL I L(5C TION TO AVOID ONF ICT 54.3 WITH V RTIC L RE NFOR EME T AND PROVIDE NECESSARY EDGE DI TANC V Y Y Y Y �t Y d Y Id- Y -.4-d- Y Y d- Y -4- Y �r Y Y Y d- Y 14- Y d- Y -qr Y -.0- eq CV N N CV CV CV CV CV CV N CV N CV C*I N C14 CV HORIZONTAL BRIDGING AS EN TR1 AFF ELEV=12'-4" REQUIRED BY SJI (TYP.) - - - C \ w I o_ 0 U� S6 1 LLJI LLJ CL TY @ o Cn CO UMN _j SLAB EDGE zz 5 6 CANTILEVERED BALCONY, S4.3 S6.1 TYP. @ SEE 5/S4.3 COLUMNS C THIS SECTION OF CMU WALL SHALL BE DROPPED 2Y" LOWER THAN REAR WALL TO ACCOMMODATE 5" DEEP JOIST EXTENSION. CONTRACTOR TO COORDINATE WITH JOIST MANUFACTOR PRIOR TO ERECTION OF WALL PLAN DIMENSIONS HAVE SHIFTED TO MATCH EXISTING CONDITIONS IAGONAL BRACING AS REQUIRED BY SJI (TYP) STEEL JOIST EXTENSION BY TRUSS DESIGNER 5" DEEP Luis A Pontigo P� nrT 4 7017 No. 533 1 • F . E P •'��'_ O' 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: jnoverbygatt.net N.C. 12109 • FL. 1 -00170,1(1. FL. ID -4621 CONSULTANT: FORM SPACE, INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(cD200firststreet.com 904-535-0270 ph 904-246-8402 fax rMS Z >co O -' N E-- N Q U co I O z LL Z< W � � U z o m Q I _U I- Qcy)z O I- U) wO� - �pQ U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 3 COORDINATION 10/04/17 SHEET TITLE SECOND FLOOR AND LOWER ROOF FRAMING PLAN SHEET NUMBER OCT -5 PW CONSTRUCTION SET 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- UILT 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 j INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE r' ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. T r THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT °' I THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY a_ OF THE CONTRACTOR. 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design <(4 Julianne N. Overby, R.A. S4.2 2452 Pullian Street OL T/JOIST Jacksonville Beach, Florida 32250 904-704-8628 EL 26'-4" Email: jnoverbyfct�,att.net SIM �� N.C. 12109 FI,.AR-0077Uo(i• FL. ID -4621 C 2 EQUA SPACES CONSULTANT: S .2_ @ 4'-6y16" EA. Sim ti 5 STEEL BEAM TO CMU WALL, FORM S PACE, INC o - S4.2 SEE 3/S4.3 I (TYP. EA END) 200 FIRST STREET SUITE 205 -2� i- 9 -Oa HORIZONTAL BRIDGING AS NEPTUNE BEACH, FLORIDA 32266 4 REQUIRED BY SJI (TYP.) design _.200firststreet.com 2 EQ Al SPACES) rn I S4.2 904-535-0270 ph 904-246-8402 fax © EA. =- W8x10 _ _ T/JOIS1 EL 26'-4" HSS4x4xY4" POST, Y j-0 SEE 1 /S4.5 FOR BRACING C4 N O j DIAGONAL BRA( ING AS ' REQUIRED BY S,JI (TYP) 0 _- i 7 \ \\/\ts X/ L HSS4x4xY4" PO 'T. PROVIDE 6"x6"x /2" �� \ C (4 ��/\` 6 O J (�J BASE PLATE WELDED TO TOP CHORD -� ' \, 54.2 ,,re ' m ' N OF STEEL JOIST i= r , } �� , `� PARAPET FRAMING, Q U 6 S4.2 SEE SHEET S4.5 4 SEE 7/S4.5 S4.2 / 0zLL z .a j iX,FOR CONN. -<V12x19 ��� `- ----- ----- -- -�-'� -�-�� �T/JOIST --� W -- ----- -�-- -r --- -=-- �- I EL 26'-4" �/ 2 I rn rn C7x9.8 rn V, v- �r v / Y Y Y S 4.5 00 d- N N N CV Q N ` Q -..-@-././�-,-.--..--. -. -. --.�-� -.. . -.. �./-./ . -.-. -. -..-. M W _ 2 E UAL SPACES 1 I 1 zti O m '-3Y" EA. 5 EQUAL PACES ® 4'-813/16" EA. 5 EQUAL SPACES @ 4-0116" EA s5.o � r , ol - - --- -- - --+r _ SEE 7/S4.5 u Q c -)z FOR CONN. � 1 /2 TYPE B 22ga GALVANIZED �-- I -_.-� Q METAL ROOF DECK -- _---- \FASTEN DECK PER DECK ATTACHMENT DIAGRAM ON 1/S4.2 5 W 0 I` 4 �� i , S4.2 O 4.2 �� - - - - - - - - - - �' U i 4 TOP OF PARAPETfi_ E- HORI ONTAL PROJECT NUMBER: 15111 SEE PLAN ! CD Q BRIDGING AS REQUIRED BY DATE ISSUED: MAY 1, 2017 8 DEEP CMU BOND BEAM�I-SJ(TYP.) I F_ 0 REVISIONS: w/1-#5 CONTINUOUS. I w L,.,1 1 T JOIST I n = 2 a DIAGONAL �- ARCH. COORDINATION 06/01/17 3/4"0 x 6" EXP. ANCHORS AT d 0 2 '/8 B ACING EL 26'-4" 2'-8" O.C. (TYP. AT ROOF) ( o- Q AS RE UIRE 1 1 1 COORDINATION 06/26/17 CONTINUOUS BY SJ (TYP) 53.0 S3.0 S3.0 INVERTED CHAIR BLOCK �_ = 3x3x'/4" COURSE OVER JOIST STEEL JOIST 3 COORDINATION 10/04/17 BEARING, GROUT SOLID. -I w (TYPICAL) SEE PLAN R%"x4"x0'-8" METAL DECK, ALUMINUM AWNINGS, SEE 2/S4.4 w 2-3/4"Ox5" WELDED �. SEE PLAN HEADED STUDS 5" GAGE SHEET TITLE ( ) UPPER ROOF FRAMING PLAN SCALE: 3/16 = 1'-0" UPPER TRUSS BEARINGS SEE PLAN N -- PLAN NOTES: ROOF FRAMING '<,-- 1, 1. TOP OF JOIST ELEVATION SEE DETAILS. PLAN CONTI OUS L3x3x'/ x10" LG. 2. TOP STEEL BEAM ELEVATIONS (-2'/Z ") LOWER THAN TOP OF JOISTS. 8x16 CMU TIE BEAM w/2-#5Luis A Pontigo PE � TI FASTEN /3/4"� x XP. ANCHORS 3. PROVIDE REINFORCING AT OPENINGS IN MASONRY WALLS PER DETAIL 2/S4.1. TOP AND BOT. CONTINUOUS " GAGE AT EA. BAR JOIST 4. FOR JOIST REINFORCING AT CONCENTRATED LOADS SEE DETAIL 3/S4.2. 0(;1 04k 2017 (TYPI 5. FOR FRAMING AT OPENINGS IN ROOF, SEE DETAIL 2/S4.2 FL PF NO .53311 6. PROVIDE GENERAL REINFORCING IN CMU WALLS PER 1 /S4.1 AND S4.6. SHEET NUMBER 7. ROOF JOISTS SHALL HAVE CONTINUOUS HORIZONTAL TOP AND BOTTOM BRIDGINGPO TO MEET THE REQUIREMENTS OF THE STEEL JOIST INSTITUTES STANDARD ;,`'+l„•,�.,,...,�H,�, %" BOLT IN HORIZONTALLY STOREFRONT, FASTEN TO BOTTOM CHORD SLOTTED HOLE OF STEEL JOIST. ADDITIONALLY SPECIFICATIONS LATEST REVISIONS. PROVIDE SHOP DRAWINGS WHICH INCLUDE J;••��GENS�c'••.,Q`'yy THE SIZE AND SPACING OF ALL BRIDGING FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL MEMBER MAY BE REQUIRED v' BETWEEN JOIST. CONTRACTOR VERIFY DESIGN UPLIFT DUE TO WIND = 24 PSF. = a No. 53311 8. ROOF JOISTS SUPPORTING MECHANICAL EQUIPMENT SHALL BE DESIGNED FOR A S3mOk 500# POINT LOAD AT THE INTERSECTION WITH RTU SUPPORT FRAMING OR FOR �? OF SPECIFIC POINT LOADS PROVIDED BY THE EQUIPMENT MANUFACTURER. �P"* � 1._ 0`�',.�' 1 ROOF SECTION •••• . N COORDINATE ALL SUCH AREAS WITH MECHANICAL PLANS AND SPECS. NOTIFY� S3.0 SCALE: 3/4" = 1'-0" ENGINEER AND JOIST MANUFACTURER OF ANY DEVIATIONS FROM LOCATIONS & MAGNITUDES SHOWN PRIOR TO JOIST FABRICATION. CONSTRUCTION SET 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. 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: POINT LOAD: POINT LOAD: POINT LOAD: POINT LOAD: HUC26-3 MASONRY HANGER EA. END, Julianne N. Overby, RA ___ __ .�— DL: 390# DL: 705# DL: 705# DL: 705# _._ LEAVE 1 -PLY 3" SHORT FOR HANGER Architectural and Interior Design LL: 2600# LL: 4700# LL: 4700# LL: 4700# - INSTALLATION '�._OSET I (200 Julianne N. Overby, R.A. 2x6 P.T FLOOR JOIST @ 16" -- 2452 Pullian Street UNIFORM LOAD: O.C. w/ LUS26 EA. END (TYP.) I I Jacksonville Beach, Florida 32250 904-704-8628 DL: 64 PLF Y `�� Email: '�\ - -- - 1 i'�nII __- -- - nIIIIIuIIIIIIIIIIIII nIIIIIuIIII IIIIIIII I1IIIII(���lI1IIaII�I1lIIII ,.v_F,.1II1InIIlI1I1IIIl \ ��T1IIIII1IIIII \ vI1I�nIIII1IlIII . �I1IIIuIIII1IIIIII I1IIIn�1III1III1II ' I1IIII nI1IIIIIIIIIII1II nIIIIIIIIIIIIIIIIII . IIII1IIIIIr(III1IIII ���l,��IIIIIaIIlIIIIIII nIIiIIIIiIIItIIIl „o ,��IIIIII IIIII nIIIqIII IIIII Ot t� _-__-_- jnoyer bya att(.yn' e�Jt N.C.12109 FLAR-O(' l]7(60. FL ID - C 2]LR: 64 PLF 2x6 P.T LEDGERoV CONSULTANT: DISHWASH FASTEN w 4-1/4 x3 FOR TAPCONS @ 16" 0. C. 7 0 FORM SPACE ,IN C (4)2x6 P.T n H � R I 200 FIRST STREET SUITE 205 1 II I II II II II 1 II II II III NEPTUNE BEACH, FLORIDA 3226 6 I II II In II II II I II design 200firststreet.com 904-535-0270 ph 904-246-8402 fax 4"0 H.D.G. STEEL PIPE IF. III 1 II 4-8 5-7 S-7 5-7» 5'- 7 11 11 1 II 1COLUMN FASTEN TO STEEL JOIST. SEE 1/S3.1 7 27'-1(TYP16 PLACES) HUS26-3 MASONRY 0 Z>�XPEDITEK HANAW 53!109 PLY'S 3» SHORT FOR II II II____II II II II II II II II II II II II I HANGER INSTALLATION N z10 II II I II_.__II II II II II I II II II II II II I II II II I II._ -II II II II II I II II II II II II f i� N Q II II II ._ II II II II II I II II II II II II II "" f , co %2 SPECIAL JOIST LOADING w �� �� �� I. �� �� �� �� ° „ �. 11f--- — S3.1 SCALE: 1/2" = 1'-0" i Q II II II l�)UC A " �• 11 II II II II II II II II II II II 151�fX f '1 11 II I II 1 II I I I O 7F U_ SEE PLAN FOR SPECIAL JOIST LOCATIONS _ ! I � I � II II I I II II II II II II II I II I II II I II II II II II II II II II II I I II I I L/_ - [/) II II II II I JI II II II II I II II II II I II II I II II II II. .II II II II II II I II I li I I Uj J BEAM SHALL BE PnNITINI Illi IC (1\/PR TNPCF II U II 11 1( 11 _A P -IT. II 11 _u. U II II U U 1 II II U I! 1109I] Il` '' -119x II P,T, u A 1 II U I I ry , PIPE COLUMNS (TYP. z Q Q CUSTOM STEEL BUCKET WATERPROOFING BY OTHERS � BUILT OF Y4 PLATES, SEE IF NEEDED, SPLICE BEAM X z Cy W OVER THIS COLUMN ONLY C) CIO SPECS TO RIGHT 4-Y2" THRU BOLT IN '%6" __ ___ TYP. - w - - - - - U PRE -DRILLED HOLE - - - - �� �•�- Y2" THRU (5)2x6 P.T. BOLT IN '%6" � » � � BEAM PRE -DRILLED 2x6 P.T. LEDGER, FASTEN TO 6'- 3 6'- 3 6 -3 2'-9 Q co z WATERPROOFING HOLE PARAPET w 4-1/4"x3" � co BY OTHERS 10 TAPCONS @ 16" O.C. - -- --- EUT--URE DECK DESIGN NOT C) n Q 4"0 H.D.G. STEEL PIPE -27" 13 " 6Y" 13/4' INCLUDED IN THIS PERMIT Uj 0 (— COLUMN FASTEN TO STEEL fr 1'/Z" TYPE B 22ga GALVANIZED SCALE: 3/16" = 1'-0" � O JOIST WELDED @ EA. END O METAL ROOF DECK _ SPECIAL STEEL JOIST, ~ >_ - SEE LOADING SP DESIGNATES SPECIAL JOIST, SEE 3/S3.1 FOR LOADING �_ FASTEN DECK PER DECK U 0 Y2" BASE PLATE, SEE Y i ATTACHMENT DIAGRAM ON 1 /S4.2 N DIAGRAM ON 2/S3.1 SPECS TO RIGHT z I O I Y4 I �„ PROJECT NUMBER: 15111 r! CUSTOM BUCKET DATE ISSUED: MAY 1, 2017 ELEVA PION VIEW � r ; I REVISIONS: Y4" Yq I I ARCH. COORDINATION 06/01/17 Y2" THRU I TYPI BOLT IN 10 6" I , COORDINATION 06/26/17 ST JO PRE -DRILLED HOLE COORDINATION 10/04/17 3 8Y4 SPECIAL STEEL JOIST, BASE PLAT PLAN VIEW SEE LOADING L2x2xY8 DIAGONAL 4» ( SHEET TITLE DIAGRAM SEE X -BRACE WELDED 2/S3.1 EACH END @ 36" 0. C. AS SHOWN NEW PAGE l (FUTURE DECK DESIGN NOT CUSTOM BUCKET Luis A Ponvgo PE INCLUDED I N ASSEMBLY SECTION VIEW ELEVATION VIEW C(:T 04 2017 FL PE NO 53311 THIS PERMIT i 1) CUSTOM BUCKET SHALL BE CONSTRUCTED FROM Y4" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS SHEET NUMBER OCT 2) BASE PLATE SHALL BE CONSTRUCTED FROM Y2" A36 STEEL PLATES FULLY WELDED / Y4" FILLET WELDS " 3) PRE -DRILLED HOLES SHALL BE Y,6 LARGER THAN BOLT DIAMETER r`';v :''�,�GEM ••''•.��S3ml 4) CUSTOM BUCKET AND BASE PLATE SHALL I -E HOT DIPPED GALVANIZED AND FASTEN --_RS SHALL BE STAINLESS STEEL x T 'E OF 'Q= 1 DECK DETAIL ' S3.1 SCALE: 3/4" = 1'-0" �`''���y,`���4iV�1�:�;,+�'�``� CONSTRUCTION "'�'MIWRlINA1FIM 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, + 14'_0" A.F.F. + 11'_8" A.F.F. TOP NEW STRUCT. + 10`_0" A.F.F. CEILING i� SECTION S3.2 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. 2 S3.2 3"x3"x 4" EDGE ANGLE NEW METAL DECK, SEE PLAN EXISTING TRUSS 1 TO REMAIN AS IS I 20"- STEEL--J-01-ST- DIRECTLY BELOW CFS WALL, SEI- PLAN 1 STUD 550T162--33 TRACK, FASTEN w/ (2)#12-14 SCREWS ON 16 O.C. -5505162 133 STUDS @ 16" O.C. 3"x3" 14 GAGE FRAMING CLIP AT EACH WAL FASTEN -0 METAL STUD w/ (4)#12-14 TEK SCREWS ND TO ANGLE w/ (2).1450 P.A.F. (INSTALL P.A.F. AS CLOSE TO BEND AS POS 00 0 0 FUTURE DECK FRAMING, SEE 3.1 20" SPECIAL STEEL JOIST, SEE PLAN STUD. BLE) 550T162-33 CFS TRACK, FASTEN TO METAL TRACK TOP ROOF D_CK w/ (2)#12-14 SCREWS @ 6" O.C. AND TO STUD w/ (2)#12-14 SCREW AT EACH STUD. (4) #12-14 SCREWS @ CORNER CH STUD TO RUNNER TRACK W/ (1) #12-14 SCREWS THROUGH EACH FLANGE AS SHOWN (1) #124--14 �SCREW @EAC STUD ALL WALLS SHALL HAVE CFS TRACK TOP & BOT. AND ALL TRACK MATERIAL SHALL BE 550T162-33 (y) TYPICAL CFS FRAMING DETAILS LAP JOINT, COPE FLANGES OF TRAC AS REQUIRED @ C )RNER WOOD STAIRS BY BUILDER 3"x3"x%4" EDGE ANGLE METAL DECK w/ CONCRETE TOPPING STEEL JOIST, SEE PLAN 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. 3"x3"x%4" EDGE ANGLE 0 SEE SHEET S2.0 FOR THIS DETAIL Luic A Pnn1%nn PE - - - - - - - - -,) I NEW PAGE 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: inoverbycuatt.net N.C. 12109 • FL. AR ()(117(1()(j . PL. 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 ISM Z > � O J N N �- Q U (y) O z H z< = W Q Q z o m Q cr DO _U � <cy) z C) m _J w0� ci� 0 Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 3 COORDINATION 10/04/17 SHEET TITLE FUTURE DECK DESIGN NOT INCLUDED IN THIS PERMIT SHEET NUMBER S3.2 CONSTRUCTION SET BE WELDS © 6"o.c 5. MINIMUM ENDLAP 3" TYP. 6. PROVIDE MINIMUM 5 SIDELAPSPER SPAN. L4x4x3/8" OR WT4xl5.5 MAIN SUPPORT MEMBER PLAN X' DIM. 'X' M MBER < 3'-0" L3x3x PREFABRICATED EQUIPMENT < 6'-0" CURB 1 < 9'-0" L4x4x 3 8 METAL DECK -SEE PLAN EE NOTE CONCENTRATE JOIST STIFFENERS SHALL BE PROVIDED FOR DIRECTION LOAD WHENEVER POINT LOADS ARE NOT SEE NOTE DUCT OPENING DUCT OP�NING WITHIN 3" OF PANEL POINT UNLESS - JOIST WAS DESIGNED FOR POINT LOADS. ALL POINT LOADS SHALL BE VERIFIED 3 16 1-12 I ( PANEL WITH THE STRUCTURAL ENGINEER OF METAL DECK- I „ _�� 3/16'x8 CONT. PLATE I POINT RECORD AND JOIST MANUFACTURER FOR SEE PLAN FOR JOIST CAPACITY. SEE SCHEDULE BELOW DIRECTION MAIN MEMBER- 3/16 1-12 AIN MEMBER -SEE FOR STIFFENER AND WELD SIZES. SEE DETAIL DETAIL BELOW C BELOW I J NOTE: WELD DECK TO SUPPORT THRU PREFABRICATED EQUIPMENT CURBS. W ERE DECK IS ON BOTH SIDE OF SUPPORT, WELD DECK ON BOTH SIDES TO SUPPORT AS DESCRIBED HEREIN. PROVIDE 303 Atlantic Blvd. OPENINGS IN DECK ONLY WHERE DUCT OPENINGS ARE REQUIRED AT OTHER L CATIONS PROVIDE DECK AS SHOWN INSIDE PREFABRICATED CURB. SEE MECHANICAL FOR DUCT PENING SIZES AND Atlantic Beach, FL 32233 LOCATIONS. PROVIDE ANGLE OR WF SUPPORTS UNDER ALL CURBS AND ANY UNSUPPORTED EDGES OF ROOF DECK. OPENINGS SMALLER THAN 10" SQUARE DO NOT REQUIRE FRA ES. 5/g"O PUDDLE TYPICAL SECTIONS AT EQUIP. CUR ARCHITECT: WELDS 36/5 1" 3/16 TYP. 3/16 2 TY. 3/1s � JOIST -SEE SBE NOTE Julianne N. Overby, RA L — — Architectural and Interior Design 36" 4x4x3/8" OR WT — x15.5 77 PLAN PANEL POINT HANGER Julianne N. Overby, R.A. MAIN SUPPORT MEMBER I — — — — i16 WELD SHALL BE LOAD TYP. PARALLEL TO }--� JOIST, SEE i' 2452 v liati Street - J�cksoiille Beach, Florida 32250 — A LROOF — q— l_ V x5x 3/8 x0'-5" LG. SCHEDULE FOR 904-704-8628 DECK ATTACHMENT NOTES: I z o BEAM OR JOIST IF I WELD SIZE Email: inoverb ; �att.net 1. ATTACHMENT AT SUPPORTS SHALL BE WELDS. I w Uj w In Q JOIST -SEE DET. N.�:.izit��� • Fr_.,�x-nm7u()u• FL. ID -4621 2. ATTACHMENT AT SIDE LAPS SHALL BE #10 TEKS SCREWS. � I �, �' I ii w CL FOR BRACE) w �_ JOIST STIFFENER SCHEDULE: CONSULTANT: 3. ATTACHMENT AROUND OPENINGS SHALL BE WELDS ©6"o.c II OQ w SECTION A— K -SERIES JOIST: FOR K -SERIES JOIST FOR POINT LOADS UP TO 3.5 KIPS, PROVIDE 4. ATTACHMENT AT SIDE SUPPORTS ALONG PERIMETER SHALL II x � x X 2-L 1 1/4" X 1 1/4" X 1/8" EACH SIDE OF JOIST. WELD TO JOIST WITH A 1/8" BE WELDS © 6"o.c 5. MINIMUM ENDLAP 3" TYP. 6. PROVIDE MINIMUM 5 SIDELAPSPER SPAN. L4x4x3/8" OR WT4xl5.5 MAIN SUPPORT MEMBER PLAN X' DIM. 'X' M MBER < 3'-0" L3x3x 5 16 < 6'-0" L4x3x 3 8 LLV < 9'-0" L4x4x 3 8 X 1 1/4" FILLET WELD EACH ANGLE. F O R M S P A C E, INC JOIST REINFORCEMENT FOR CONCENTRATED LOADS 200 FIRST STREET SUITE 205 NOT FALLING AT PANEL POINTS NEPTUNE BEACH, FLORIDA 32266 design(a�200firststreet.com TYPICAL FRAMING AT ROOF OPENING 904-535-0270 ph 904-246-8402 fax NOTE: FOR ROOF TOP UNITS 1). VERIFY ALL DIM. W/SUPPLIER BEFORE FABRICATION 1 TYP. WELD PATTERN FOR ROOF DECK 2 TYP. WELD PATTERN FOR ROOF DECK 3 JOIST REINFORCEMENT DETAIL SCALE: 3/4" - 1'-0" �_2 SCALE: 3/4" = 1'-0" S4.2 SCALE: 3/4" = 1'-0" �.2 z > M 0 m N TOP OF PARAPETTOP OF PARAPET YSEE PL4N Q co SEE PLAN w� > _ 8 DEEP CMU BOND BEAM �_ Q 8 DEEP CMU f3 ND BEAM I` F__ w w/1-#5 CONTINUOUS. w� I w/1-#5 CONTINOOUS. 0 z H _� I z Q /$ 2 Q �- w w f 8 DEEP CMU BOND BEAM 1/ 2 � 0 '/4"0 x 6" EXP. ANCHORS AT s < Q 2'4 8" O.C. (TYP. AT ROOF) CONTINUOUS L3x3x'/4" (TYPICAL) Elf v I w/2-#5 CONTINUOUS. U CONTINUOUS < I' TOP OF PARAPET META.I. DECK 1 -- STEEL Q L3x3x /4 INVERTED CHAIR BLOCK Q - STEEL JOIST COURSE OVER JOIST METAL DECK _ SEE PLAN • • SEE PLAN (� W CONTINUOUS L3x3x 4 SEE PLAN (TYPICAL) i; BEARING, GROUT SOLID. SEE PLAN (TYPICAL) z 0 m I Q f�3/8"x4"x0'-8" DIAGONAL JOIST 3 ,> DIAGONAL JOIST � METAL DECK, f s /4"0 EXP. ANCHORS AT 3/4 0 EXP. ANCHORS AT BRIDGING, SEE N (, ('' w 2- /4"Ox5" WELDED 1 BRIDGING, SEE _ AT ROOF 2'-8" O.C. TYP. AT ROOF PLAN SEE PLAN !i / Ys (� 2 8 O.C. (TYP. ) ( ) '/8 '- HEADED STUDS (5 GAGE) TYP. Y 1 PLAN I ' I O �-- Q z TRUSS BEARING TRUSS BEARING- _ TRUSS BEARINGqV , PL N SEE PLAN m SEE PLAN SEE . U� (� 8x16 CMU TIE_ 8x16 CMU TIE - (.IJ 0 I-- w BEAM w/2-#5 BEAM w/2-#5 O Q 8x16 CMU TIE BEAM w/2-#5 HORIZONTAL TOP AND BOT. I' JOIST BRIDGING, TOP AND BOT. CONTINUOUS CONTINUOUS. TOP AND BOT. SEE PLAN CONTINUOUS. U PROJECT NUMBER: 15111 STEEL JOIST, L3x3x'/4x4"Ig DATE ISSUED: MAY 1, 2017 8" CMU WALL, SEE S4.1 SEE PLAN w/ 3/4"0 EXP BOLT REVISIONS: FOR WALL REINFORCING. INTO GROUTED CELL. I 4 ROOF SECTION (PERPENDICULAR. COND.) 5 ROOF SECTION (PARALLEL COND.) 6 RARCH. COORDINATION os/o1l17 OOF SECTION (PARALLEL. COND.) > S4.2 SCALE: 3/4" — 1'-0" S4.2 SCALE: 3/4" - 1'-0" COORDINATION 06/26!17 �.2SCALE: 3/4" = 1 -0' Z3—\ COORDINATION 10/04/17 — / 1 � SHEET TITLE SIM. AT BOND I EAM. MISC. i EXISTING CMU NEW 12" CMU I OPEN BOTTOM WALL ��' WALL DETAILS CT q I 1L_C BLOCK, AT MID G t1 �7 HEIGHT w/ #4x2'-0" Luis A Pontigo P5 — +I. EMBED 6" INTO EXISTING�- CMU WALL. ��? (► ?017 i OPEN BOTTOM I , A T MID ruw�� ' SHEET NUMBER BLOCK HEIGHT w/ #4x2'-0" J�.••',•EN�• NEW 8" CMU EMBED 6" INTO EXISTING EXISTING WALL PLAN V CMU WALL. No 31 s CMU WALL SIDE VIEW • AT 2 or■ -9 Q r Q tl NEW CMU TO EXISTING CONNECTION CONSTRUCTION S4.2 S!.ALE: 3/4" = 1'-0" SET '/s 2 1/a 2 CONTINUOUS L3'/2 x3'/2 x'/4 CONCRETE FILL (TYPICAL) OVER GALVANIZED MTL. FLOOR DECK, SEE FRAMING PLAN 1/ AFF ELEV $ 12'-4"— — — — ,� a STEEL JOIST, SEE PLAN 8" CMU WALL, SEE SHEET S4.1 FOR WALL REINFORCING. 31,"0 EXP. ANCHORS AT 4'-0" O.C. WHEN PERPENDICULAR TO JOISTS. W- 1/2 x5xO'-7" LG---/ V— w/ (2) 3/4 "0 x 5" STUDS FLOOR SECTION (PERP. COND., SCALE: 3/4"=1'-0" INVERTED CHAIR BLOCK COURSE OVER JOIST BEARING, GROUT SOLID. 8x16 CMU TIE BEAM w/2—#5 TOP AND BOT. CONTINUOUS. or NEW CONCRETE BOND BEAM OVER EXISTING WALL, SEE S4.6 MASONRY WALL BEYOND L2x2xY4" (HOT DIPPED 1/8 2 GALV.) EDGE ANGLE 1/ 2 s 1/8" SLOPE Y2" A. F. F. EL. 2" �— STEP x'v a.. o. 12'-1 5'-4" MAX CANTILEVER STEEL JOIST EXTENSION) BY TRUSS DESIGNER, 5" DEEP RAILING BY BUILDER: SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL CANTILEVERED FLOOR SECTION SCALE: 3/4" = V-0" COLUMN, SEE PLAN CONCRETE FILL OVER GALVANIZED MTL. FLOOR DECK, SEE FRAMING PLAN AFF ELEV h 12'-4)) CONTINUOUS L3'/2 x3'/2 x'/4 " (TYPICAL) 8" CMU WALL, SEE SHEET S4.1 FOR WALL REINFORCING. 3/4"0 EXP. -ANCHORS AT 2'— D " O.C. WHEN PARALLEL TO JOISTS. GR )UT CELL ABOVE BOND BEAM SO -ID PROVIDE #4x8'-0" LONG @ 8" O.0 TOP PERPENDICULAR TO AN CENTERED ON STEEL BEAM. USE CHAIRS TO SUPPORT BARS DURING CONCRETE PLACEMEN CONCRETE SLAB ON FLOOR DECK, AFF ELEV OL SEE PLAN 12'— 4" ! 8x16 CMU TIE BEAM w/2—#5 TOP AND BOT. CONTINUOUS. STEEL JOTS L3x3x'/4x4"Ig `'— °r c NEWCONCRETE BOND BEAM SEE PLAN w/ 3/4"0 EXP BOLT OVER EXISTING WALL, SEE S4.6 STEEL JOIST, J SEE BP PLINTO GROUTED CELL. SEE PLAN 2 FLOOR SECTION (PARA. COND.) rT- SECTION S4.3 SCALE: 3/4"=1'-0" S4.3 SC LE: 3/4"=1'-0" CONCRETE SLAB ON FLOOR DECK, SEE PLAN A.F.F. EL. v e _ 12'-4„ L- "'� / / �--N--'1,,.-­,�. �\ 2 1/2x5"x7" LG w/ (2) 3/4 "0 x 5" N.— N��� LINTEL, SEE PLAN. CONTROL JOINT OR CONSTRUCTION JOINT (TYP) cS, h BASE PLATE, 8" CLR. SEE DETAIL TO I (TYP) RIGHT CONCRETE TO ROTECT STL. BASE PLATE TYP. FLOOR SLAB ON ISOLATION JOINT I I GRADE, SEE PLAN I I T SLAB x`L--o x a�..x ° . I I ° ° ° a. 0,-0„ a I I e °x —max °.x 1 NON , SHRINK GROUT T FTG -: a -- POLYSTYRENE ° 4 ° ° FILL AND _` _ EXISTING SLAB d ° v 'd a ° ° °AL _. SEE PLAN FOR SIZE — �— ND REINFORCE 3" CLR TYP DIG POCKET IF REQ'D TO KEEP MIN. 3" COVER AT ANCHOR BOLTS. 8 BOTTOM OF STEEL COLUMN CONNECTION S4.3 SCALE: 5/4" = V-0" 0 w m ry Li C� LU O �z o w ,,,,a- n STEEL JOIST, SEE PLAN 2" MIN. OR THICKNESS OF GROUT TOP OF CONC. L. PROVIDE SHIMS FOR BOLT DIA. GREATER 1'/4" F— SEE SECTIONS 10x12 RAFTER, FA TEN EACH END w/ 6—SDWC15600 SCREWS 10x10 RA TER FASTENED w/5/$"x16" LAG SCREW T IN SIMPSON SET EPDXY WITH 1" DI�METER ROUND WASHER 10x10 POST, FASTEN BA w/ FASTEN BASE w/ H - USING %$" THREADED RUU EPDXIED 7" MIN. 6 TRELLIS DETAILS S4.3 SCALE: 3/4"=1'-0" I � w� HARDENED _ WASHER ° 0 w V) �w w M cn I F- 0 c� J Q ry Q NUT FOR o BOLT v z �W TACK C' C/) NOTE A: o LLZL GROUT SHALL BE PLACED IN FLUID OR PLASTIC STATE. NO DRY/DAMP PACKING. MINIMUM GROUT THICKNESS SHALL BE 1". PLACE FORM AROUND w BASE PLATE. PLACE ALL GROUT FROM ONE POINT AND LET GROUT FLOW UNDER BASE PLATE TO OPPOSITE SIDES. DO NOT PLACE GROUT FROM MULTIPLE POINTS. NOTE B: PROJECTION OF ANCHOR BOLT IS EQUAL TO GROUT THICKNESS + BASE T THICKNESS + 1.5 TIMES THE ANCHOR BOLT 0 + 1/2 ' MIN. 8" CMU WALL, SEE S4.1 PROVIDE 1/2"0 A706 DEFORMED BAR ANCHORS © 32" O.C. WELDED TO TOP OF WATERPROOFING BY STEEL BEAM BUILDE CONTINUOUS L3'/2 x3'/2 x'/4 " 2 �3/TYP (TYPICAL) AFF ELEV • a 12'-0" GALVANIZED MTL. FLOOR DECK, SEE FRAMING PLAN '/s PROVIDE '/2" GAP BETWEEN JOIST ENDS, CENTERED ON Q BEAM #4 TOP 20" FLOOR JOIST, j SEE PLAN (� SECTION 4,3 11 / SCALE: 3/4" = V-0" CONTINUOUS I 3'/2x3'/2 x'/4 „ { (TYPICAL) 1 3/4 "0 EXP. ANCHORS AT 2'-0" O.C. CONCRETE FILL "1"' WHEN PARALLEL OVER GALVANIZED TO JOISTS.MTL. FLOOR DECK, i SEE FRAMING PLAN 7 AFF ELEV 12'-4" 303 Atlantic Blvd. Atlantic Beach, FL 32233 1/8 STEEL BEAM, \_24" FLOOR JOIST, SEE PLAN SEE PLAN LINTEL OR WAI SEE PLAN DN CJT6 KNIFE FASTEN w/ 4" TAPCONS ' DN CJT6 N w/ 8—Y4"x4„ TAPCONS z � w D J O O OJ U a_ O O 4"x4" STEEL COLUMN, SEE PLAN 1Y" y EQ. EQ. X3/4„ W/ 4-3/4"0 ANCHOR RODS w/9" EMBEDMENT 10" BASE PLATE TOP OF STEEL COLUMN CONNECTION SCALE: 3/4"=1'-0" " O.C. ;8'-0„ .OW. RS T BEAM, --E PLAN Luis A Pontigo PE OfC " 04 2017 `yt`„NN41N/1NNINIy,"i�� J�5 :.PON Tf ••. :' �,� F�•': CDS r o 3311 1'E of • .c � s ••• C3R 1'J P•' �k�' J• •....... 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: jnoverbyL&att.net N.C.12109 • FL. AR -0017060• FL. ID -4621 CONSULTANT: FORM SPACE,INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 desi n 200firststreet.com 904-535-0270 ph 904-246-8402 fax ral z >CY) 01 N E-- 120 N < U cy.) > I.._. I 0ZL.L Z< Lu ry I—. Q Q z Q 0 100 ry Cy') I ::)o _U � F- � z F—Q U)0 w O I— Q,-00OQ U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 3 COORDINATION 10/04/17 SHEET TITLE MISC. DETAILS SHEET NUMBER OCT - 5 ,n,-7 S4m3 CONSTRUCTION SET 1 S4.4 ELEVATION 2 Y" 2 Y" 2 Y" TYP. SECTION A—A CD 2. — 3. — 4. 5. 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. WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. 3. USE P 5/16 " FOR CONN. TO STIFF. P OR WT. 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CONN. SIMILAR. BEAM TO BEAM & BEAM TO COLUMN CONNECTION CONNECTION DETAIL AND SCHEDULES SCALE: 3/4"=1'-0" THE ANCHORS MUST BE WELDED TO THE PLATES ACCORDING TO CHAPTER 7 OF A WSD 1.1, USING A STUD WELDING GUN. TYPICAL INSTALLATION REQUIREMENTS ARE INDICATED IN TABLES 1 THROUGH 4. THE ANCHOR MUST BE PLACED IN POSITION BEFORE THE CONCRETE IS CAST, TO FULLY EMBED THESI ANCHORS. SURFACE CONDITIONS MUST COMPLY WITH SECTION 7.4 OF ACI 318. MIMINUM WALL THICKNESS CONNECTION ANGLES I I II HSS CONN. TYPE LOAD HSS SIZE '/a" LENGTH 7x7 MIN. BEAM SIZE 5 93 K L4x3 1/2 x 5/16 14 1/2 " 10x10 W24, W21 4 49 K L4x3 1/2 x 5/16 11 1/2 " '/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 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. WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. 3. USE P 5/16 " FOR CONN. TO STIFF. P OR WT. 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CONN. SIMILAR. BEAM TO BEAM & BEAM TO COLUMN CONNECTION CONNECTION DETAIL AND SCHEDULES SCALE: 3/4"=1'-0" THE ANCHORS MUST BE WELDED TO THE PLATES ACCORDING TO CHAPTER 7 OF A WSD 1.1, USING A STUD WELDING GUN. TYPICAL INSTALLATION REQUIREMENTS ARE INDICATED IN TABLES 1 THROUGH 4. THE ANCHOR MUST BE PLACED IN POSITION BEFORE THE CONCRETE IS CAST, TO FULLY EMBED THESI ANCHORS. SURFACE CONDITIONS MUST COMPLY WITH SECTION 7.4 OF ACI 318. I I I I I I 1— --T I I I I I I I I I I I I ELEVATION T SECTION A—A 1/4 2 Y" TYP. -4 CD z I 2. — nQ cn 3. I-4�­] I JI 4. 1 ti — 5. COLUMN SIZE MIMINUM WALL THICKNESS I I TII I I I I II HSS o I N '/a" HSS 6x6 '/a" HSS 7x7 '/a" HSS 8x8 '/a" I 2 0 I 1/4" HSS I I I I I I 1— --T I I I I I I I I I I I I ELEVATION T SECTION A—A 1/4 2 Y" TYP. -4 CD z I 2. — nQ cn 3. I-4�­] I JI 4. 1 ti — 5. COLUMN SIZE MIMINUM WALL THICKNESS HSS 4x4 '/a" HSS 5x5 '/a" HSS 6x6 '/a" HSS 7x7 '/a" HSS 8x8 '/a" HSS 9x9 1/4" HSS 10x10 '/a" HSS 12x12 5/16" HSS 14x14 3/8" HSS 16x16 '/2" CONNECTION SCHEDULE 8—#4x36" CONN. TYPE LOAD SINGLE SHEAR PLATE SIZE MINIMUM BEAM SIZE 5 36 K IR 5/16 " x 4" x 15 II W24, W21 4 26 K IP 5/is " x 4" x 12 WITHIN WALL W18, W16 3 j 16 K IP 5/16 " x 4" x 9" TIES IN W14, C15, W12, C12 2 8 K IP 5/16 " x 4" x 6" U o Y W10, C10, W8, C8 NOTES: 1. BOLTS SHALL BE 3/4"0 A -325—N BEARING TYPE. LLOWABLE BOLT SHEAR = 9.25 K. 2. WELDING MAY BE USED IN LIEU OF BOLTING. WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. 3. COLOMN THICKNESSES SHALL BE THE MINIMUM TABU ATED ABOVE FOR THIS SCHEDULE TO BI VALID 4. SHEAR PLATE SHALL BE WELDED TO COLUMN IN ACORDANCE WITH THE SIZE NOTED ABOVE. BEAM TO SQUARE HSS COLU N CONNECTION 2'-0"x2'-0" IP'/2 xl 2x18 w/ SHOP CONCRETE POCKET WELDED D.B.A.'S EMBEDDED AT EMBED PLATE IN CONCRETE POCKET - 8-'/2 "0 x 18 D.B.A. CROSSING AS SHOWN, ---- -- - -- - SHOP WELDED TO I EMBED ANGLE -� -� -lz VARIES, 2'-0"x2'-0" SEE PLAN -CONCRETE POCKET AT EMBED PLATE STEEL BEAM WEB, FLANGE NOT SHOWN t, FOR CLARITY PLAN VIEW TIE BEAM REINF, CONTINUOUS THRU POCKET I t '-�- 4-#3 CLOSED TIES OR DOUBLE #3 'U' BANDS (FROM TOP TO BOT) n CMU BOND BEAM REINF. CONT. ELEVATION REINFORCED GROUT FILLED THROUGH POCKET CELLS PER PLAN & PILASTER SCHEDULE PER PLAN 3 STEEL BEAM TO FACE OF MASONRY WALL CONNECTION S4.4 SCALE: 3/4" = 1'-0" FORMWORK EMBED PLATE — SEE PLAN VIEW ABOVE 8-1/2 "0 x 18' D. B. A. CROSSING AS SHOWN, SHOP WELDED TO EMBED ANGLE 0 I N 0 I N 2"x2"xY6" ALU FULLY WELD EACH AWNING BRACKET DETAIL SCALE: 3/4" = 1'-0" PROVIDE 8—#4x36" � � � N N �— w/STAN ARD LAP INTO M II II COzLL. ADJACENT WALL WITHIN WALL Z II II 2,-0„ TIES IN IOP OF WALL. z i li U o Y O� I _U � O cy.) U a_ ------- U) -::1==$==t=Jj II Lw O �- ry0Q U - - - - - - - -#3 CLOSED TIES OR 2'-0° U Li DOUBLE #3 'U' BANDS U PLAN VIEW Q � (--ROM TOP TO BOT) TYP 4-#3 CLOSED TIE 5/16 OR CMU 24"DEEP CONC. SINGLE SHEAR FLATE DOUBLE #3 'U' BAND` POUR CONCRETE (FROM TOP TO BOT) IU POCKET INTEGRAL w/ TIE BEAM PERSPECTIVE VIEW I II iii I I PROVIDE VERTICAL REI F. IN THESE CONCR TE FILLED CELLS PER PAN B BEAM POCKET � � � N N �— I I I U M I I I I I I COzLL. -4--4- 1-- Z Q E- U Q 2,-0„ � z �, CD w Co O� I Y ELEVATION j AS 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA L w/ Architectural and Interior Design �S BOLTS Julianne N. Overby, R.A. 2452 Pullian Street -Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby(4att.net N.C. 12109 • FL. AR -0017,000 • FL. ID -4621 CONSULTANT: F O R M S P A C E, INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design(a)200firststreet.com 904-535-0270 ph 904-246-8402 fax 8-1/2"0 x 20" D.B.A. SHOP WELDED TO EMBED ANGLE SINGLE SHEAR PLATE, 11 SEE 1 /S6.2 / PROVIDE 8-#4x36" l w/STANDARD LAP INTO I C ADJACENT WALL WITHIN WALLI I TIES IN TOP OF WAIL. STEEL BEAM WEB, I I I I C I I FLANGE NOT SHOWN FOR CLARITY TYPICAL INTERSECTION C � �+ REINFORCEMENT II II C it N n FF \ SINGLE LL II II J SHEAR II ol� PLATE � II �L=� -�__� ----- l C � - (8-1/2"0 x 20" D.B.A. SHOP" -0 STEEL BEAM, ( WELDED TO EMBED ANGLE SINGLEHEAR PLATE, SEE PLAN L8x6x'/2 "x1'-8" w/ SHOP WELDED D.B.A.'S EMBEDED IN CONCRETE TIE BEAM SEE 1 /S�4.4 / STEEL BEAM WEB, FLANGE NOT SHOWN FOR CLARITY PLAN VIEW FAI LIN A Pontigo PE nrT04 •,nt iF, r POIy ,i ���• r 53311 S -E OF 25 z > � � � N N �— Q U M COzLL. Z Q E- U Q W � z �, CD w Co O� I _U Q O cy.) z Q U) 0 - Lw O �- ry0Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 A COORDINATION 10/04/17 SHEET TITLE misc. DETAILS SHEET NUMBER S4.4 CONSTRUCTION SET 2x6 SYP#2 NAILER WATER PROOFING BY BUILDER C7x9.8 HOT DIPPED GALVANIZED CHANNEL TOP AND BOTTOM SPANNING POST E FROM CMU WALL PARAPET, TO STEEL COLUMN. SEE 7/S4.530'-8" AFF 1 -IFTOP OF PARAPET II I II CONT. TRACK TOP AND BOTTOM. II II WATER PROOFING � _ I FASTEN TO CHANNEL PER 5/S4.5 II II BY BUILDER / II II 2x6 SYP#2 NAILER 3' 3/1s I m I 6 II II oo C7x9.8 HOT DIPPED GALVANIZED C-0 I 3/1 II II CHANNEL TOP AND BOTTOM SPANNING POST SEE DET /S4.5 I I 6 \ S4.5 11 II �., FROM CMU WALL PARAPET, TO S EEL / I \ II 11 60OS162-43 (18 GA) CFS II 11 COLUMN. SEE 7/ 4.5 I I 1 METAL DECK, SEE PLAN „ 11 11 4x4xY4" STEEL TUBE I I STUDS @ 16 O.C., FASTEN TO 11111 TRACK PER 5/S4.5 COLUMN, SEE PLAN CONT. TRACK FASTEN TO I ; ; 303 Atlantic Blvd. W.P. OF ANGLES 4'-6" (MIN.) TYPICAL 4'-6" (MIN.) TYPICAL CHANNEL PER 5 S4.5 I I 600S162-43 (18 GA CFS III , \ Atlantic Beach, FL 32233 -I STUDS @ 16" O.C., FASTEN TO I I I T JOIST VARIES TRACK PER 5/S4.5 I o I I I I I SEE PLAN I v / CONT. TRACK TO DECK STUD w/ I I BASE R EACH SIDE I I ARCHITECT: (2)#12-14 TEK SCREWS @ 16 O.C. I C) 0- / I HIM/SPACER , i 1 Julianne N. Overby, RA METAL ECK, I y TYPICAL ANGLE `" " \ SEE PLAN I I Architectural and Interior Design Julianne N. Overby, R.A. SUPPORT W/ CONT. �(', I I / 2452 Pull Street SEE 4/54.5 � Jacksonville Beach, Florida 32250 TRANSVERSE W12x19 - � I I �� � 904-704-8628 ANGLE BRACE 4x4x5/s" BRACE EA. SIDE AT EACH SCREENWALL \\ i 3/16 4 Email: jnoverbywatt.oct CONNECTED TO TO ADJACENT BEAM POST ADD BRIDGING @ I / N.C.12109 . FLAR-001706,0• FL..ID-46,21 W–BM AT TOP OIST, 32" O.C. BELLOW FLANGE 4x4x5/s"SHEAR PLATE SEE PLAN PARAPET \ SEE 3/S4.5 \ \ I I ___1 1-1/ CONSULTANT: STEEL JOIST, —�~ FORM SPACE, INC SEE PLAN 3/s,> 200 FIRST STREET SUITE 205 ri_"� CFS PARAPET DETAIL 2 CFS PARAPET DETAIL 3 CFS PARAPET DETAIL NEPTUNE BEACH, FLORIDA 32266 design(d)200firststreet.com S4.5 3 S4.5 3 S4.5 SCALE: 3/4 "-1'-0" 904-535-0270 ph 904-246-8402 fax SCALE: /4 =1 -0 SCALE: /4 =1 - - ANGLE BRACE W/ fp, 3"x3"x5" LONG 14 GAGE SEE 1/S4 .5 FRAMING CLIP AT EACH WALL I II I I I II STUD. FASTEN w/ (5)–Y4x2" STEEL STUD 1 II Q TAPCON TO CMU & (4)–#12-14 I It 3 1 WELD DECK TO CONT. TEK SCREWS TO STEEL STUD. TRANSVERSE W–BEAM I II /17 6 4 Z (y) TOP FLANGE I IITUE3E POST O --1 M C fP AS TYP. DECK i I II N SUPPORT FASTEN TRACK TO STEEL CHANNEL I I N WITH 0.145"0 P.A.F. AT 16" O.C. S' ~ r , SPACING MINIMUM RUNNER TRACK \o o —"_ 3a x7x9" CAP zO ^ Q SHIM/SPACER f2 " `–T H? AND 3/8 "x6" !Luis A Pont-190 PE W J II WIDE BASE f? I II OCT 0 4 2017 CONT.L4x4x1/2" w/ 3/16"x10" VERT OR I ILa 4• CAP F? TO SHIM � Q Q 3 4 j,3" CONT. PLATE ON TOP ATTACH STUD TO RUNNER HORIZ LEG FOR I MIN TO ANGLE r'3 MIN FROM EDGE 162 I I3, P W (Al CMU TRACK W/ (1) #12-14 4' TOTAL I II /16 4 SUPPORTS, TYP ;• �}\•,•,,.....,• /t/ z 2@12 ) SCREWS THROUGH I II EA. SIDE r`+,+ �;�' SLC �••.TfC'¢-+, Q Co 3/16 I I I •: C� r 1 CHANNEL EACH FLANGE AS SHOWN I II g'� s all U op :• � � O A-- WALLS SHALL HAVE CF•• S TRACK TOP & OT. AND ALL TRACK MATERIAL SHALL II `•� � c Q z BE c00T150-33 cS' ''•`,' ICJ p`.• ' �`tr +`+maI— Q +r+sHrE>�r 4 CFS PARAPET DETAIL 5 TYPICAL CFS FRAMING DETAILS CFS PARAPET DETAIL W 0 S4.5 SCALE: 3/4"=1'-0" S4.5 SCALE: 3/4 –1 S4.5 –0' SCALE: 3/4 –1 –0 – 4-TOP OF PARAPET C ROOF SLOPE AND SEE PLAN EXISTING WATERPROOFING BY Q — g DEEP CMU BOND BEAM 1 PROJECT NUMBER: 15111 CMU BLOCK ARCHITECT/BUILDER I \ = D w/1-#5 CONTINUOUS. > DATE ISSUED: MAY 1, 2017 C �U NEW CMU BLOCK _ Li REVISIONS: I ABOVE LINTEL AS �( �_ I ARCH. COORDINATION 06/01/17 REQUIRED FOR DEMO �� Q � 1 ( METAL DECK, FASTEN w/ 800T150-43 CFS LEDGER, Q NEW 12" WIDE PRE–CAST #10 TEK SCREWS @ 12" FASTEN TO CMU WALL WITH >- = COORDINATION 06/26/17 LINTEL w/2–#4 CONT. ` O.C. EA. WAY (4)Y%3" TAPCON @ 12" O.C. 3 COORDINATION 10/04/17 F _____-_ _-CONTINUOUS I 3/4 "0 EXP. ANCHORS AT 5 I I1 i' 2'-8" O.C. (TYP. AT ROOF) PL8x8xY2" w/ (2) /8"Ox6" I I 3"0"x5" LONG 14 GAGE FRAMING I I L3x3x /4" (TYPICAL) ' HEADED STUDS. SEE I 3/S4.4 FOR EMBEDMENT ell CLIP AT EACH STUD. FASTEN EA. LEG j j > SHEET TITLE DETAILS PARAPET WALL, 5j6 I - I00 w/ (2)#12-14 TEK SCEWS i I « TRUSS BEARING SEE PLAN STEEL TYP T NEW 1-------------------- SEE PLAN COLUMN, SEE OPENING 7'-4" I I C I I PARAPET PLAN I I--------- ------ x16 CMU TIE > 1�0 T EXISTING °°I 8a'I 600S162-33 CFS STUDS @ 12" I SEAM w/2-#5 AND CMU OPENING 6'-8"T I a C I j I TOP AND BOT. I I a' O.C., FASTEN PER 1 /S1.1 I ` ADD VERTICAL I I I CONTINUOUS. 1 r.. C I I DETAILS l a REINFORCING AND l a 1 CHANNEL, FASTEN ( I I w/ 2-3/4" THRU I FILL CELLS SOLIr)--' TYPICAL: 80OT150-43 CFS LEDGER, I I BOLTS CHANNEL, I.° EACH SIDE OF I C FASTEN TO CFS WALL w/ (4)#12-14 I I 5/6 TYP SEE PLAN °� . OPENING (TYP.) `� ( TEK SCREWS @ EA. STUD, I I FASTEN ROOF JOIST TO TRACK w/ SHEET NUMBER 5x5x3/8" STEEL I ° ` 1 PLATE WELDED TO a I `�`�`-'`"( 800SI52-43 CFS (1) #12-14 TEK SCREW THROUGH EMBED PLATE iv ROOF RAFTERS @ EACH FLANGE, AND 3%3%5" LONG 14 1 CHANNEL TO CMU WALL 24" O.C. GAGE FRAMING CLIP AT EACH STUD. CHANNEL TO STEEL POST FASTEN CLIP w/ (2)%4x1 %4" TAPCON TO NEW OPENING CMU (OR (2)#12-14 TEK SCEWS AT S4m5 CFS STUDS) & (2)#12-14 TEK SCREWS J TO STEEL STUD. (TYP. EA. END) 7 CHANNEL CONNECTIONS 8 NEW OPENING IN EXISTING WALL CFS ROOF RAFTER CONNECTIONS S4.5 SCALE:S4.5 J CONSTRUCTION SET CMU WALL CONCRETE TOPPING SLAB OR METAL GRATING SECONDARY JOISTS SEE PLAN STEEL SECTION SEE PLAN SECTION SCALE: 3/4" = 1'-0" STEEL BEAM SEE PLAN 4" CAP PLATE STEEL COLUMN SEE PLAN 4 4 a"x4"x9" SHEAR TAB w/ 3- 3"0 BOLTS -------------- I -------- - I I I I I I – I I I I A THREADED RODS SEE PLAN ) 2'v" THICK NEOPRENE \SHERS TO PROVIDE GAP :TWEEN STEEL SECTION AND )NC. WALL TO PREVENT ;EMATURE OXIDATION. ELEVATION CHANNEL TO POST CONCRETE TOPPING SLAB OR METAL GRATING SECONDARY JOISTS SEE PLAN SECTION A—A STEEL BEAM SEE PLAN 2 SECTION S5.0 SCALE: 3/4" = 1'-0" 2111 22 I i� (� 5/16 " x 4" x 12 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. WELDS SHALL BE (TAPABLE OF RESISTING 16KIP LOAD. 3. SHEAR PLATE SHALL BE WELDED TO COLUMN IN ACCORDANCE WITH THE SIZE NOTED ABOVE. BEAM TO SQUARE HSS COLUMN CONNECTION 4 STEEL BEAM TO STEEL COLUMN CONNECTION S5.0 SCALE: 3/4" = 1'-0" 1 SCHEMATIC S5.0 SCALE: 3/4"=1'-0" STEEL COLUMN SEE PLAN ""X10"X10" BASE PLATE (2 PLACES.) I 1 TYP. I w/ 4– 3/4"BOLTS ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVINIZED tl 0 0 12"x12" CONIC. PEDESTAL w/ }" 4-#5 VERTICAL DOWELS w/= - " 4 4 z `� D O § 6 LO G 90' HOOKS & #3 CLOSED TIES ©8" O.C. g CD o 0 303 Atlantic Blvd. %� Atlantic Beach, FL 32233 Li �\ It Y2„x10"x10" BASE PLATE ARCHITECT: \/ TYP. ,\/�\// Julianne N. Overby, RA /�`� Arcliitectural and Interior Design FOR REINFORCEMENT, SEE SCHEDULE Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8625 3 STEEL COLUMN TO FOOTING DETAIL Email: ;noverbyL&att.net S5.0 SCALE: 3/4" = 1'-0” N.C. 12t09 • FL. =NR -0017000 • FL. ID -4621 - v l ----- 1 EXISTING ROOF TO REMAIN, REPLACE DECKING PER S2.0 c C C C c C - - - - - - - - TION TO CHANNEL Luis A Pontigo PF OCT 0 4 2017 FL PE NO 53311 N0411nulpgbyiAW A. PU^ �*" CE f � • ©�ij 7A - --- _:. 1 I'A;APET - I I I I..26 4" A.r�,F, I JV3 BEARING -`I 24'-4" A F.E. _ CEILING ` NEW ROOF JOIST, L------ J 15 SEE S3.0 SEE 5/S4.2 I I � I I __ �_ ,� _. _.:_ _. 2N it 12' —_--�- _ FL&� ; I +I 10'-0" A.F.F CEILING NEW FLOOR I i 1� JOIST, SEE S2.0 y SEE 2/S4.3 ------ I -� I I I I FJ -I I 0'-0" A :FID FLO0 I I � SEE 2/S4.0 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 R z> �N CO � N 0 I-- � \< / _U I OzLL z- w�= Q Q z co W Q O CO [)� I _U Q 0 CD z 1--Q U) n J Lu O I— ryOQ U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: ARCH. COORDINATION 06/01/17 COORDINATION 06/26/17 3 COORDINATION 10/04/17 SHEET TITLE BUILDING SECTION & STAIR DETAILS SHEET NUMBER S 5. 0 CONSTRUCTION SET w 1 i CONCENTRATED METAL DECK, I LOAD JOIST STIFFENERS SHALL BE SEE PLAN. i SEE NOTE PLACE ANGLE PANEL PROVIDED WHENEVER POINT�� SEE NOTE FLUSH WITH POINT LOADS ARE NOT WITHIN 6 DUCT OPENING METAL DECK DUCT OPENING i :« OF PANEL POINT UNLESS JOIST i TOP CHORD OF i SEE NOTE WAS DESIGNED FOR POINT LOADS. _ 3'16 1-1' FLOOR JOIST f BELOW SEE SCHEDULE 1 I Q METAL DECK 3/16"x8" CONT. PLATE � I i /---r= -� I 1 � BELOW FOR STIFFENER AND L5x5x'/4" STEEL L5x5x' /4 it I r /4 " STEEL TYP. WELD SIZES. ANGLE BLOCKING 3/16 1-12 t I I ANGLE BLOCKING /4 I �i � SUPPORTS SUPPORTS 1 i PREFABRICATED EQUIPMENT CURB NOTCH OUT STEEL SEE NOTE � SEE NOTE METAL DECK ANGLE TO ACCOMMODATE JOIST STEEL JOIST TOP CHORD REMOVE ALL EXISTING 303 Atlantic Blvd. 771-� xI & TOP CHORD ROOFING BELOW NEWAtlantic Beach FL 32233 MAgE \ I 3/16"x8" CONT. PLATE ' SEEEP AN MECHANICAL UNIT (TYP) , �N L0J L5x5x'/4 " STEEL 3; 16 1-12 OFEBU1�1—OP - \-L5x5x'/4" STEEL ENLA GED DETAIL ANGLE BLOCKING ANGLE BLOCKING N.T.S ROOFTOP SEE 2 S6.1 FOR J01 T SEE PLAN SEE NOTE SECTION SUPPORTS AN PORTS MECHANICAL UNIT / BELOW EQUIPMENT CURB PANEL INFORMATION & ARCHITECT: WELD SHALL BE POINT HANGER OAD EXISTING PARALLEL TO TYPICAL SECTIONS AT EQUIP. CUR SEE 1/S6.1 FOR JOIST METAL ROOF DECK Julianne N. Overby, RA JOIST, SEE - STIFFENERS REQ'D AT ATTACHMENT SCHEDULE FOR ALL NEW CONCENTRATED (TYP) Architectural and Interior Design WELD SIZE LOADS. (TYP) Julianne N. Overby, R.A. EXISTING ROOFING 2452 Pullian Street JOIST STIFFENER SCHEDULE: NOTE: TO REMAIN Jacksonville Beach, Florida 32250 \ � � I -8G2� FOR TYPICAL JOISTS FOR POINT LOADS UP TO 1,000 Ibs, WELD DECK TO SUPPORT THRU PREFABRICATED EQUIPMENT CURBS. -8628 / Email: 904-?04 inoverby&att.net PROVIDE L 2" x 2" x 1/4" ON ONE SIDE OF JOIST. WELD WHERE DECK IS ON BOTH SIDE OF SUPPORT, WELD DECK ON BOTH SIDES TO SUPPORT AS DESCRIBED HEREIN. PROVIDE OPENINGS IN N.C. 12109• FL. AR-001 uc�u. FL. ID-4621 TO JOIST WITH A 1/8" X 1 1/4" FILLET WELD EACH ANGLE. SEE ENLARGED DECK ONLY WHERE DUCT OPENINGS ARE REQUIRED, AT OTHER DETAIL FOR CONSULTANT: . LOCATIONS PROVIDE DECK AS SHOWN INSIDE PREFABRICATED CURB. CONNECTION OF \ _ / EXISTING STEEL SEE MECHANICAL FOR DUCT OPENING SIZES AND LOCATIONS. ANGLE TO EXISTING L4x4x'/4" STEEL ANGLE JOIST, (TYP) JOIST REINFORCEMENT FOR CONCENTRATED LOADS PROVIDE ANGLE OR WF SUPPORTS UNDER ALL CURBS AND ANY BLOCKING SUPPORTS F O R M S P A C E, INC NOT FALLING AT PANEL POINTS UNSUPPORTED EDGES OF ROOF DECK. OPENINGS SMALLER THAN JOIST. TOP CHORD FOR HVAC UNIT 10" SQUARE DO NOT REQUIRE FRAMES. (TYPICAL) ILCURB. (TYP) — 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 desi_gn(b)200firststreet.com 1 DETAIL z DETAIL 3 DETAIL 0 904-535-0270 ph 904-246-8402 fax S6.1 SCALE: 3/4" = 1'-0" S6.1 SCALE: 3/4" = 1'-0" 56.1 SCALE: 3/4" 1'-0" l ID PROVIDE FLAT RECESS z (� EXISTING METAL DECK IN SLAB TO SUPPORT 0 N C MASONRY COLUMN ON SECOND LEVEL / U PROVIDE HOLE IN METAL DECK FOR Q _ MASONRY COLUMN REINFORCEMENT _ O Z LL L5x5xY4" STEEL �__= REINFORCE METAL DECK w/ L2x2xY4" 2 z ANGLE BLOCKING x3'-0" EA. SIDE OF OPENING WELD L2x2xY4 (HOT DIPPED Q CONCRETE SLAB ON W J GALV. EDGE ANGLE � FLOOR DECK, SEE r , SUPPORTS EACH FLUTE, FRAME NOT REQUIRED � ) FOR MECHANICAL C � UNIT CURB. ` 1 /8 N Q Q TYPICAL ADD 1-Y2"O A36 BAR SLOPE - �— ( ) 2,� - + - � A.F.F. EL. z m Uj 20'-0" LG TO EXISTING 7--- A.F.F. EL. 00 TYP. - JOIST TOP AND BOTTOM 12'-1 1/2)) ° _ _ ° - 12'-4" Q 0 3/16 3 12 CHORD (TYP). CENTER _ _ _ _ r , 20'-0" A36 BAR ON JOIST ---- U SPAN ---- ___ --- O 5'-4" MAX Q C'7 z EXISTING JOIST TOP CHORD STEEL JOIST EXTENSION CANTILEVER ~ Q BY TRUSS DESIGNER, N /\-STEEL JOIST, I_I_I Q 4 JOIST STRENGTHENING DETAIL 5 SMALL OPENING IN METAL D =TAIL 5" DEEP C H-)'/SEE PLANx5xO'-7" LG ry O Q S6.1 SCALE: N.T.S S6.1 C DEPTH OF OUTRIGGER JOIST SHALL w/ (2) 3/4 "0 x 5" U BE CAST INTO SOLID POUR IN 1 � H FOOTPRINT OF CMU COLUMN MASONRY COLUMN, SEE EXTENDING TO 2ND LEVEL PLAN FOR REINFORCING PROJECT NUMBER: 15111 l DATE ISSUED: MAY 1, 2017 6 CANTILEVERED FLOOR SECTION AT FULL HEIGHT COLUMN REVISIONS: PROVIDE FLAT RECESS IN 1 S6.1 NOTE: Z ARCH. COORDINATION 06/01/17 C SLAB TO SUPPORT / CONTRACTOR MAY SLIGHTLY ADJUST STEEL JOIST LOCATION TO AVOID CONFLICT WITH VERTICAL REINFORCEMENT AND MASONRY COLUMN ON i 1 r PROVIDE NECESSARY EDGE DISTANCE 2 COORDINATION 06/26/17 SECOND LEVEL / \ 3 COORDINATION 10/04/17 I PROVIDE HOLE IN METAL DECK FOR MASONRY COLUMN t (\/) REINFORCEMENT d, �a a. Luis A Pontigo PE a SHEET TITLE — ADJACENT LINTELS ARE NOT OCT Q 4 2017 -- — SHOWN FOR CLARITY NO 53311 ``\"",tipHt N III IMIMy� A Ppti C CONCRETE SLAB ON �:••' L�C�NS•.��''- �ET���C�' C FLOOR DECK, SEE �';.0 x Q PLAN 3 DEPTH OF OUTRIGGER JOIST o SHALL BE CAST INTO SOLID POUR LN` : .,.. OF IN FOOTPRINT OF CMU COLUMN CANTILEVERED STEEL C EXTENDING TO 2ND LEVEL JOIST, SEE PLAND+"' SHEET NUMBER LI MIN 2" EDGE DISTANCE - MIN 2" EDGE DISTANCE OCT - 5 ?n FROM STEEL JOIST FROM STEEL JOIST NEW SHEET ZL S6ml CANTILEVERED FLOOR SECTION AT FULL HEIGHT COLUMN S6.1 NOTE: CONTRACTOR MAY SLIGHTLY ADJUST STEEL JOIST LOCATION TO AVOID CONFLICT WITH VERTICAL REINFORCEMENT AND CONSTRUCTION PROVIDE NECESSARY EDGE DISTANCE 1 / O SET ROOF PLAN NOTES: 1. DO NOT SCALE DR/ -WINGS. 2. IF DIMENSIONS ARE IN QUESTION, THE ROOFER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION 3. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 4. SEE FLOOR PLAN FOR BUILDING DIMENSIONS. 5. ALL ROOFING AND ROOFING DETAILS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 6. ROOFING SUBCONTRACTOR SHALL HAVE APPROPRIATE LICENSE(S) AS REQUIRED IN JURISDICTION OF CONSTRUCTION. 7. NO WORK SHALL CONFLICT WITH THE MANUFACTURER'S GUARANTEE OR WARRANTY. 8. WRITTEN WARRANTY SHALL BE PROVIDED TO OWNER AND INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY GC. 9. PROVIDE FLASHING AS PER DETAILS OR AS PER SMACNA IF NO DETAILS ARE SHOWN WHERE ROOF PITCH CHANGES OR WHERE ROOFING INTERSECTS WITH VERTICAL SURFACES. 10. THE INSTALLATION SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL ROOFING WORK. 11. ALL EXHAUST FAN, VENT, FLUE & STACK OPENINGS ARE TO BE CUT & SEALED BY BUILDER. 12. ROOF VENT TERMINALS SHALL BE 12' AWAY FROM AND 2' ABOVE ANY AIR INTAKE, DOOR OR WINDOW, 18" AWAY FROM ANY VERTICAL WALL EXTENDIN ABOVE ROOF VENT, AND NOT BELOW ANY ROOF EAVE, OR AS REQUIRED BY LOCAL CODES. 6'-0" 12'-6" 6'-8" 30'-0" @ 18'-8" A.F.F. 24'-6" @ 18'-8" A.F.F. EXISTING ROOF STRUCTURALSYSTEM TO REMAIN WHERE NOT REQUIRED TO BE RE -ENGINEERED FOR NEW RENOVATION ROOF PLAN SCALE: 3/16" = V-0" 56'-8" @ 18'-8" A.F.F. Q 0 N 5-0" 5'-0" 1 '-8" A.F.F. 0'-0" @ 1 SLOPf- SLOPE @ 15-10" A.F.F. RAILING ABOVE 4'-6" SLOPE-- f � OQ� LANDING AT ROOF DOOR SEE DETAIL 1/A-105 NEW STRUCTURAL SYSTEM AND PARAPET ROOF TERS -2" @ 15'-10"A.F.F. W/ PLANTER FUTURE DECKING \ — METAL FLAS ING 2X8 FUTURE STRINGERS IN CONCRETE DECK CITY IRONWORK (TYP) POROUS MATERIAL FOR L� SLOPE SLOPE SLOPE OVER METAL ROOF SLOPE R LOCATION ONLY COLUMN PER STRUCTURAL ROOF DECK TO DRAINAGE z CONT. ROOFING Z BOLT PLANTER TO LLJ> M PLANTER BASE N u w PROVIDE 1" WEE HOLES LL MEMBRANE OVER SLOPED 9'-5" 12'-6" 8'_1 0O SCu PER O In u 0 Q o O (8" PER FT.) R-38 2X8 FUTURE STR LAGERS & DECKING ATTACHED TO STEEL PIPE COLUMN 0 LOCA IONS Q M Q I(—n INSULATION LU w @ SEE DET IL 2/A-300 W 00 I— o� Q � = (- U Li C2 �, Q Fr ti J]W w 11'-8" A. F. F. � Z - a O a o = 25" H. STRUCTURAL STEEL 60 SLOPE SLOPE_ � PIPE COLUMN ATTACHED TO _ SLOPE SLOPE STEEL BAR JOISTS 1ST FLR CEILING 10'-0" A.F.F. 11'-8" @ 15'-10" A.F.F. SCUPPER SEE STRUCTURAL RAILING ABOVE — — LOCA IONS SEE DET IL 2/A-300 _ EXISTING ROOF STRUCTURALSYSTEM TO REMAIN WHERE NOT REQUIRED TO BE RE -ENGINEERED FOR NEW RENOVATION ROOF PLAN SCALE: 3/16" = V-0" 56'-8" @ 18'-8" A.F.F. Q 0 N 5-0" 5'-0" 1 '-8" A.F.F. 0'-0" @ 1 SLOPf- SLOPE @ 15-10" A.F.F. RAILING ABOVE 4'-6" SLOPE-- f � OQ� LANDING AT ROOF DOOR SEE DETAIL 1/A-105 NEW STRUCTURAL SYSTEM AND PARAPET ROOF TERS -2" @ 15'-10"A.F.F. W/ PLANTER FUTURE DECKING \ — METAL FLAS ING 2X8 FUTURE STRINGERS IN CONCRETE DECK CITY IRONWORK (TYP) POROUS MATERIAL FOR ATTACHED TO STEEL PIPE OVER METAL ROOF DECK AT DO R LOCATION ONLY COLUMN PER STRUCTURAL ROOF DECK TO DRAINAGE z CONT. ROOFING Z BOLT PLANTER TO LLJ> M PLANTER BASE N u w PROVIDE 1" WEE HOLES MEMBRANE OVER SLOPED @ 12 OC (BOTH SIDES) , m O In (y 0 Q o O (8" PER FT.) R-38 2X8 FUTURE STR LAGERS & DECKING ATTACHED TO STEEL PIPE COLUMN 0 _U ~ Q M z I(—n INSULATION LU w z 0 �,, 0 W --------- I— o� Q � = (- U rik TRUSS BEARING �, U -)Q p 11'-8" A. F. F. Z J r\ 25" H. STRUCTURAL STEEL PIPE COLUMN ATTACHED TO STEEL BAR JOISTS 1ST FLR CEILING 10'-0" A.F.F. NEW 20" DEEP STEEL JOIST SEE STRUCTURAL 5-2" 5-2" SLOPE_ SLOPE �TRFNCH DRAIN w 0- 0 0 NEW PARAPET ROOF JTER DETAIL 2/A-105 8'-107 @ 28'-4"A.F.F. l DECKING BEYOND STRINGERS TO ALLOW FOR WATER FLOW to 0- W U0 Uja ug a e e. 1 WALL DETAIL �O5 SCALE: 3/4" = 1'-0" FLASHING & CAP FLASHING OVER P.T. WALL CAP CONT. P.T. 1x LjkTOP OF PARAPET 15'-10" A.F.F. 0 4" DIA. METAL PIPE ATTACHED TO ANODIZED ALUMINUM METAL PLATE _ SIGNAGE 1O GAGE TO BE DETERMINED PROVIDE ADDITIONAL BRACING FOR STIFFNESS PER THE STRUCTURAL o DESIGN. BRICK VENEER TRUSS BEARING 11'-8" A.F.F. 1'-0" jk 1 ST FLR CEILING 10'-0" A.F.F. 2 WALL DETAIL A-105 SCALE: 3/4" = V-0" 4'-9" 4'-10" SLOPE SLOPE MECHANICAL UNITS a ABOVE NEW 0 STRUCTURALSYSTEM 12'-6" SLOPE _ SLOPE SLOPE W a 0 w a 0 NEW PARAPET ROOF CMU WALLEYOND W/ DOOR T ROOF 2ND FLOOR F.F. \ — METAL FLAS ING TRENCH DRAIN IN CONCRETE DECK CITY IRONWORK (TYP) POROUS MATERIAL FOR 3 z CONCRETE OVER METAL ROOF DECK AT DO R LOCATION ONLY \� INSULATE BELOW ROOF DECK TO ACHIEVE R-�8 INSULATION VALUE PER CODE AT DOOR LANDING 2'-011 STUCCO FINISH ACK SIDE OF ALL PARAPETS -' N ALUMINUM PLANTER BOX BY OLD CITY IRONWORK (TYP) POROUS MATERIAL FOR w < DRAINAGE z � Z BOLT PLANTER TO LLJ> M PLANTER BASE N u w PROVIDE 1" WEE HOLES ~o @ 12 OC (BOTH SIDES) W m O In (y 0 Q o O 2X8 FUTURE STR LAGERS & DECKING ATTACHED TO STEEL PIPE COLUMN 0 _U ~ Q M z I(—n w a 0 U) 11'-6" SLOPE PER STRUCTURA SECURE PLANTER BASE TO DECK Q CD 2: CONT. ROOFING MEMBRANE OVER SLOPED (8" PER ) R-38 INSULATION 25" H. STRUCTURAL STEEL PIPE COLUMN ATTACHED TO STEEL BAR JOISTS NEW 20" DEEP S EEL JOIST SEE STRUCTURAL A ; :.OF R(--',' �--' his .. f��f: i (—' & ILD'AR !. 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design -J ulianne N. Overby, R. A. 2452 Pullian Street -Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@,)att.net N.C. 12109 - FL. AR -001"061 - FL. ID -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 2 z>� O -' N 0 z LL Z - W I— Q CO W O In (y 1 � _U ~ Q O CO z I(—n v , I W p I— o� p Q U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: 10-4-17 REVISIONS PER COORDINATION SHEET TITLE ROOF PLAN SHEET NUMBER OICT 5 Aml 05 CONSTRUCTION SET EXTERIOR FINISH NOTES 1. CONTRACTOR TO PROVIDE STUCCO COLOR AND FINISH SAMPLES MINIMUM 3'x3' IN SIZE FOR APPROVAL PRIOR TO APPLICATION. 2. ALL JOINT LOCATION FOR EXTERIOR FINISHES TO BE APPROVED BY ARCHITECT. 3. EXTERIOR TILE APPLICATION PER MANUFACTURER'S SPECIFICATION. NOTE: STAIR VERTICAL W DROP SHALL NOT EXCEED 12' 02 WITHOUT A LANDING OR LANDING AT 12' BELOW EXIT N A 0 O 4 3/8" PVC3/8" CONTROL JOINT TYP. STU CO FINIS ON METAL LATH EXISTING WALL EXTERIOR FINISH SCHEDULE TAG DESCRIPTION PAINTED BRICK VENEER: AS SPECIFIED ON FINISH SCHEDULE STUCCO COLOR -. TO BE DETERMINED EXTERIOR TILE SHEETS: 4'x10' - AS SPECIFIED ON FINISH SCHEDULE BLACK METAL MATERIAL: TO BE DETERMINED 1 2 A-300 N A 3 A-300 V N 1 37'-9" BRICK VENEER - -- - i 3 3 i CID 14) 1 I I 8'-10" TILE 1 1 0 3 0 J 0 a 0 w z 0 J ttl J J Q W 0 303 Atlantic Blvd. Atlantic Beach, FL '2233 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: jnoverby@att.net N.C. 12109 - FL. AR -001^060 - FL. ID -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 a Z >M 0 � N I— N 0 z �L zJ= w ry U I—`t < Z cy) wW Q O W tL'Cy')U � o ~ Q C) z F— Q C) n J w p F-- �pQ U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: 3-10-17 REVISIONS PER CITY COMMENTS �v 10-4-17 REVISIONS PER COORDINATION 0 N = SHEET TITLE c� 0 w EXTERIOR N ELEVATIONS SHEET NUMBER A-200 V CONSTRUCTION SET ,1. 303 Atlantic Blvd. Atlantic Beach, FL '2233 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: jnoverby@att.net N.C. 12109 - FL. AR -001^060 - FL. ID -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 a Z >M 0 � N I— N 0 z �L zJ= w ry U I—`t < Z cy) wW Q O W tL'Cy')U � o ~ Q C) z F— Q C) n J w p F-- �pQ U PROJECT NUMBER: 15111 DATE ISSUED: MAY 1, 2017 REVISIONS: 3-10-17 REVISIONS PER CITY COMMENTS �v 10-4-17 REVISIONS PER COORDINATION 0 N = SHEET TITLE c� 0 w EXTERIOR N ELEVATIONS SHEET NUMBER A-200 V CONSTRUCTION SET VARIES PARAPET 2"x8" STUCCO TRIM WASHING & CAP -ASHING OVER T. WALL CAP DNT, P.T. 1x FUCCO FINISH 4CK SIDE OF ALL �RAPETS FUCCO STOP W/ JTERLOCKING OUNTER FLASHING DNT. CANT STRIP 1 WALL DETAIL A-300 SCALE: 3/4" = V-0" ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH LICENSED ENGINEER OF RECORD FOR THIS PROJECT. SHOWN FOR DESIGN INTENT ONLY. B r----------- A302 I a OL + 18'-8" A. F.F. TOP OF PARAPET + 14'-0" A. F. F \-F TOP OF STRUCTURE OIL + 11'-8" A. F. F. TOP NEW STRUCT. OIL + 10'-0" A. F. F. CEILING EXISTING 8" CrAJ EXTERIOR WALL W/ NEW STUCCO FINISH Z BUILDING SECTION A-300 SCALE: 3/16" = 1'-0" STUCCO FINISH BACK SIDE OF ALL PARAPETS STUCCO STOP AROUND OPENING EACH SIDE FLASHING ALL SIDES OF OPENING FLASHING & CAP FLASHING OVER P.T. WALL CAP CONT. P.T. 1x VARIES PARAPET 211x811 STUCCO TRIM ;�:j 1 \_ ALUMINUM Elm SCUPPER W/ LEADERS PAINTED FINISH CONT. ROOFING MEMBRANE INTO SCUPPER 2 WALL DETAIL A-300 SCALE: 3/4" = 1'-0" ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH LICENSED ENGINEER OF RECORD FOR THIS PROJECT. SHOWN FOR DESIGN INTENT ONLY. v N MECHANICAL UNITS ABOVE NEW STRUCTURAL SYSTEI NEW PARAPET STUD WALL @ 15'-10" A.F.F. TO ALIGN EXISTING ROOF STRUCTURE TO REMAIN W/ STUCCO FINISH PER THE STRUCTURAL DRAWINGS W/ SAFETY RAIL ABOVE 0 N EXISTING TRUSSES TO REMAIN - SEE STRUCTURAL 1 BUILDING SECTION ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH A 300 SCALE: 3/16" = 1'-0" LICENSED ENGINEER OF RECORD FOR THIS PROJECT. SHOWN FOR DESIGN INTENT ONLY. + 30'-8" A. F. F. rh + 32'-8" TOP OF PARAPET 11L.1 ABOVE GRADE + 28'-4" A. F. F. ry TOP OF PARAPET + 264" A. F.F. r.� TOP OF JOIST CD + 24'-4" A. F. F. CEILING N O + 12'-4" A. F. F. FINISH FLOOR + 10'-0" A.F.F. CEILING 0 0 + 0'-0" A.F.F. jk FINISHED FLOOR C9 -11Y2" -NEW 20" ROOF STRUCTURE - PER THE STRUCTURAL DRAWINGS 19'-8" EXTERIOR L W/ NEW -CO FINISH I co 2'-7y2„ N 1'4F -VV CA I r-MIUM WALL W/ NEW BRICK FINISH NEW TRUSSES - SEE STRUCTURAL NEW SECOND FLOOR ROOF STRUCTURE PER THE STRUCTURAL DRAWINGS EXISTING FIRST FLOOR ROOF TO BE REMOVED AND REPLACED WITH NEW FLOOR STRUCTURE PER THE STRUCTURAL DRAWINGS I Uh' Ur- rHKHrt I t/ f( i A // p � g `` p BAR f{ 303 Atlantic Blvd. Atlantic Beach, FL X2233 I ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R. A. 2452 Pullian Street Jacksonville Beach, Florida 322 0 904-704-8628 Email: jnoverby@,att.net N.C. 12109 • FL. AR -001-060 . FL. ID -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 0 0 r EXISTING 8" CMU EXTERIOR WALL W/ NEW BRICK VENEER + 0'-0" A.F.F. FINISHED FLOOR SHEET NUMBER A-30 UUI - L CONSTRUCTION SET + 26-4" A.F.F. TRUSS BEARING + 24'-4" A. F.F. CEILING EXTENDED 8" CMU EXTERIOR WALL W/ NEW BRICK VENEER + 12'-4" A. F. F. jk DATE ISSUED: MAY 1, 2017 z> REVISIONS: M 0 1 I-- N N Q U_ CY) / I— I 0z� zQ= w Z cy-) L�-yL�J 0 IW I_U D o � Q CO Z F- Q Cn Q W 0 I— 0 Q U PROJECT NUMBER: 15111 0 0 r EXISTING 8" CMU EXTERIOR WALL W/ NEW BRICK VENEER + 0'-0" A.F.F. FINISHED FLOOR SHEET NUMBER A-30 UUI - L CONSTRUCTION SET + 26-4" A.F.F. TRUSS BEARING + 24'-4" A. F.F. CEILING EXTENDED 8" CMU EXTERIOR WALL W/ NEW BRICK VENEER + 12'-4" A. F. F. jk DATE ISSUED: MAY 1, 2017 REVISIONS: Z 10-4-17 REVISIONS PER COORDINATION N SHEET TITLE BUILDING SECTIONS _ 2ND FLOOR F.F. + 10'-0" A.F.F. CEILING 0 0 r EXISTING 8" CMU EXTERIOR WALL W/ NEW BRICK VENEER + 0'-0" A.F.F. FINISHED FLOOR SHEET NUMBER A-30 UUI - L CONSTRUCTION SET