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IN'TERPL�I�1J
<br /> ARCHITECTURE �
<br /> ENGINEERING
<br /> INTERIOR DESIGN
<br /> �R�IL I V OT�S EXISTING 3/16° TYP PROJECT MANAGEMENT '
<br /> �J E N ROOF DECK
<br /> L3x3x1/4x0'-6" OPENING B R I TT P ET E R S F-3219
<br /> A N D ,
<br /> OVERLAP JOIST OR
<br /> _. _____._ _. _..._. _ ...._.. .__ __� �._. A S S 0 C I A T E S
<br /> I. GENER:�L V. STRUCTURAL STEEL BEAM FLANGE A °�' """" -- - � � '^
<br /> i N c . 604 COURTIAND STREET
<br /> A. STRUCTURAL DRAWINGS SHALL BE US�I� W CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, A. ALL HOT ROLLED STEEL PLATES, SHAPES, SHEET PILING,AND BARS SHALL BE NEW STEEL CONFORMING TO ..__. MINIMUM OF 2" ; c o nsu I t i n g e n g i n e e r s SUITE l00
<br /> �"� L5x3x3/8x0'-6"(LLH) �
<br /> ELECTRICAL, AND SHOP DRAWINGS. A S T M S P E C I F I C A T I O N A 6-9 8 A. � OPENING � 999 Waterside Drive O R L A N D O,F L O R I D A 3 2 8 0 4
<br /> B. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST B. STRUCTURAL STEEL SHALL BE AS IFOLLOWS, U.N.O.: � OVERLAP JOIST OR � PH 407.645.5008
<br /> BEAM FLANGE A Suite 2202 FX 407.629,9124
<br /> ADDENDA AND TO SUBMIT TO ALL SUBCONTRACTORS AND SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP 1. ALL OTHER STRUCTURAL STEEL ASTM A36 FY=36 KSI �' I _ _ Norfolk,VA 23510
<br /> ` j MINIMUM OF 2 757 965-5710 SEAL• �
<br /> DRAWINGS. C. STRUCTURAL S fEEL SHALL MEET THE LATEST AISC"SPECIFICATION FOR THE DESIGN, FABRICATION AND ` � TYP � )
<br /> � � � '�' � 3/16" 5" www.brittpeters.com ��"��`"�'�'���q4,�
<br /> C. THE GENERAL CONTRACTOR SHALL COMPARE ALL CONTRACT DRAWINGS AND REPORT ANY DISCREPANCY ERECTION O� STRUCTURAL STEEL FOR BUILDINGS'. ( � BPA Job No. 181253 ' f ` s'�
<br /> BETWEEN DISCIPLINES AND WITHIN A GIVEN DISCIPLINE TO THE ARCHITECT AND ENGWEER PRIOR TO D. THE CENTERLINES OF ALL COLUMP�S AND BEAMS SHALL BE LOCATED ON COLUMN LINES UNLESS I I � , - n�' - ''�<<r`�� �
<br /> FABRICFTION AND ERECTION. OTHERWISE SHOWN. � � I I �� •
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<br /> D. IF A CONFLICT EXISTS AMONG THE STRUCTURAL DRAWINGS OR GENERAL NOTES, THE STRICTEST E. CONNECTIONS: � � � f � � OF PANEL POWT ����� �";�,- , �.'�`w, �'
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<br /> REQUIREMENTS,AS INDICATED BY THE ENGINEER, SHALL GOVERN. 1. WELDING SHALL CONFORM TO THE STANDARDS SET FORTH IN AWS PUBLICATION, "WELDING IN BUILDING E ; � ( �;�-�y ` �
<br /> _ - - - - _ _ - _ � y� �
<br /> E. THE CONTRACTOR SHALL COORDINATE ALL ELEVATIONS AND DIMENSIONS, INCLUDING BUT NOT LIMITED TO CONSTRUCTION". � � � NOTE 4, TYP ' � ��
<br /> � POINT LOAD IF NOT (2) L2x2x1/4 (ONE EACH SIDE FROM �5 ' '�''-� i� �4�
<br /> THOSE FOR OPENINGS IN WALLS AND IN ROOF AND FLOOR SYSTEMS,WITH THE ARCHITECTURAL, PLUMBING, 2. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO E70XX(SMAW), F7XX-EXXX ; ; Fm�� ` "A" � �>1 F �; ��� ,,� ,�;�
<br /> � AT TOP CHORD EACH LOAD POINT TO NEAREST �, r '
<br /> ELECTRICAL,AND MECHANICAL PLANS. (SAW), ER70S-X(GMAW), OR E7XT-X(FCAW). ; � j ; ��l >; �4;r` �:` , ,
<br /> _--.-.� - L3x3x1/4 , -�- PANEL POINT TOP CHORD PANEL POWT ��� � ��
<br /> F. ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER CONDITIONS OF ANY EXISTING STRUCTURES OR OTHER 3. ALL ERECTION DRAWINGS SHALL SHOW ALL FIELD WELDS REQUIRED. ' ��� ' t,j,,t,,,, � '" '
<br /> FEATURES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES WITH THE F. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS, HOLES, ETC., IN STRUCTURAL STEEL MEMBERS, NOTES: i �����""� �
<br /> CONTRACT DRAWINGS REPORTED TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WtTH THE CUTS, HOLES, ETC., SHALL BE MAGE W THE SHOP AND SHALL BE SHOWN ON THE SHOP DRAWINGS. MAKWG ����`����
<br /> AFFECTED PART OF THE WORK. DURING THE CONSTRUCTION PROCESS, IT SHALL BE SOLELY THE HOLES OR CUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED WITHOUT SPECIFIC 1. SLIDE L5x3 END OF FRAME BETWEEN DECK AND JOIST/BEAM, RAISE S L I D E I N AN G L�
<br /> CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE AND TO APPROVAL OF THE ENGINEER. L3x3 END AND SLIDE BETWEEN DECK AND ADJACENT JOIST/BEAM SO �
<br /> PROTECT FROM DAMAGE ANY PORTIONS THAT ARE TO REMAIN. G. ALL STRUCTURAL STEEL SHALL BE SHIPPED WITH ONE COAT OF SHOP PRIMER EXCEPT THOSE MEMBERS THAT EACH SIDE OF THE FRAME HAS A MINIMUM OF 2"OVERLAP WITH F�AM E S E CT I O N
<br /> G. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL THAT ARE GALVANIZED OR IN AREAS SCHEDULED TO RECEIVE FIRE PROOFING. THE CONTRACTOR SHALL BE THE SUPPORTING MEMBER. Z
<br /> SIMILAR CONDITIONS. RESPONSIBLE FOR COORDINATING AREAS TO BE FIRE PROOFED. S_2 — �/8 '
<br /> H. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND 2. THE FRAME IS DESIGNED FOR A LOAD OF 400-POUNDS AT EACH FRAME 3!4"= 1'-0"
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<br /> FOR SAFETY PRECAUTIONS AND PROGRAMS. SUPPORT. •
<br /> I. BRITT, PETERS &ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION OF THE
<br /> CONTRACTOR OR FOR THEIR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT 3. CONTACT THE ENGINEER IF THE SUPPORTING MEMBER IS LESS THAN ' �
<br /> DOCUMENTS. 3/16" IN THICKNESS. i
<br /> 4. REF 3/S-2 FOR JOIST REINFORCEMENT (2) L2x2x1/4 (ONE EACH SIDE FROM "A" •
<br /> EACH LOAD POINT TO NEAREST HANGING LOAD IF NOT AT �
<br /> II. DESIGN CRITERIA S L I D E I N AN �L BOTTOM CHORD PANEL POINT � BOTTOM CHORD PANEL POINT
<br /> A. THE CONTRACT DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE 2015 INTERNATIONAL
<br /> BUILDING CODE.
<br /> B. DEAD LOADS F RAM E D ETAI L
<br /> 1. TYPICAL ROOF SYSTEMS: (20 PSF TOTAL) � NOTE:
<br /> a. MEP*: 10 PSF S-2 3/4" - 1'-0" DIAGONAL BRACE IS NOT REQUIRED � ❑F PANEL P❑INT
<br /> b. INSULATION & ROOFING: 10 PSF FOR'A' LESS THAN 3".
<br /> C. LiVE LOADS SEE ARCH
<br /> 1. LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORM LOAD LISTED BELOW OR THE . `
<br /> CONCENTRATED LOAD LISTED ACTING OVER A 6.25 SQUARE FOOT AREA. EXIST STUD WALL, � ::# ��
<br /> CATEGORY UNIFORM LOAD (PSF) CONCENTRATED LOAD (LBS) REF PLAN AND ARCH �T E E L J O I N T R E I N F O RC E M E N T F O� ` •
<br /> a. ROOFS —�
<br /> ALL ROOF SURFACES SUBJECT TO WORKERS 300* 3 C O N C E N T RAT E D L OAD S
<br /> ORDINARY ROOF 20 •
<br /> S-2 3/4"=1'-0" •
<br /> *OR EQUIPMENT WEIGHT IF GREATER
<br /> D. DESIGN SNOW LOAD:
<br /> GROUND SNOW LOAD, PG 20 PSF _ _ . _ _.......................��� ___ _._. .
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<br /> FLAT ROOF SNOW LOAD, PF 20 PSF ,.
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<br /> EXPOSURE FACTOR, CE 1.0
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<br /> SNOW THERMAL FACTOR CT 1.0
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<br /> L2x2x1/4 CROSS >
<br /> SNOW IMPORTANCE FACTOR I 1.0 CONT. (2)600S162-43 � - ; BRACING WHERE � �-
<br /> E. DESIGN WIND LOADS: STUDS W/CLOSURE NOTE: HEADER DETAIL APPLICABLE FOR ; "' ; INDICATED ON PLAN ' � �
<br /> .
<br /> BASIC WIND SPEED, Vult/Vasd 110/85 MPH (3 SECOND GUST) TRACK(43 MIL)TOP AND INTERIOR OPENINGS UP TO 8'-0". REF ARCH ; � ' -
<br /> WIND IMPORTANCE FACTOR, I 1.0 BOTTOM ; - £ w '
<br /> EXPOSURE B FOR OPENING LOCATIONS. s
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<br /> INTERNAL PRESSURE COEFF GCPI ±0.18 ,�+'; " - �: �
<br /> F. SEISMIC LOADS: � �� � EXISTING JOIST "
<br /> AT HEADER ENDS: BEAR ON (1)JACK
<br /> SHORT PERIOD SPECTRAL RESPONSE ACCELERATION, SS 1.396g STUD AND ADD (2) FULL HEIGHT KING
<br /> 1-SEC PERIOD SPECTRAL RESPONSE ACCELERATION, S1 0.532g STUDS (43 MIL MIN.) � g �P'
<br /> SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION, SDS 0.931g �
<br /> 1-SEC PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION, SD1 0.532g N EW C F S I N T E R I O R D O O R H E�D E R Q
<br /> RISK CATEGORY II
<br /> SEISMIC DESIGN CATEGORY D 4
<br /> 5 TYP CROSS BRACE � "' � �
<br /> SITE CLASS D S-2 3/4" = 1'-0" m
<br /> G. THE CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, LOCATIONS AND � �
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<br /> ASSOCIATED OPENINGS WITH THE MECHANICAL CONTRACTOR AND SUBMIT SUCH INFORMATION PRIOR S-2 3/4" = 1'-0" W W ONO �o W E
<br /> TO FABRICATION OF THE SUPPORTING STRUCTURE. PROMPTLY NOTIFY THE ENGINEER IF THE ACTUAL � � W � N a ;
<br /> WEIGHT EXCEEDS THE WEIGHT SHOWN IN THE STRUCTURAL DRAWINGS. � �° Q o z .�
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<br /> III. DEMOLITION � W � � a �
<br /> A. REMOVE STRUCTURE FROM TOP DOWN. DO NOT ALLOW DEBRIS TO PILE UP OR FALL ON SLABS WHICH ARE �O �J.J W z �
<br /> TO REMAIN IN PLACE. PROVIDE PLYWOOD AND/OR PLANKING TO CUSHION AND PROTECT SLABS FROM JOIST CHORD REINF, J � g z
<br /> DAMAGE. REPAIR OR REPLACE DAMAGED SLABS, BEAMS, OR GIRDERS AS DIRECTED BY OWNER. END ROD AT REF SECTION 7/S-2 Ur N W W �
<br /> B. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND SUBMIT A WRITTEN REPORT TO THE ENGINEER 1 ST TOP PANEL : 7 m � � Z o
<br /> FOR REVIEW AND/OR INSTRUCTION OF ACTUAL FIELD CONDITIONS,WHICH MAY VARY FROM INFORMATION, POINT,TYP S-2 �
<br /> INDICATED ON DRAWINGS. o
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<br /> C. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF STRUCTURE AS REQUIRED. ` �--� =; EXISTING STEEL JOIST o
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<br /> D. THE DETAILS AND ENGINEERING OF SHORWG, BRACING AND OTHER CONSTRUCTION REQUIRED FOR SUCH ' " � ' ,�� � `"'""'"""""" � � � c
<br /> WORK AND THE PHASING, STAGING, AND SEQUENCE OF SUCH OPERATION SHALL BE PREPARED IN THE
<br /> FORM OF SHOP OR DETAIL DRAWINGS BY A PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR OR �� '/ �� C7 � N �' � ' �
<br /> � / (2)5/8 DIA. ROD REINFORCING w
<br /> SUB-CONTRACTOR. THE DRAWINGS SHALL BE PROVIDED TO THE REGISTERED ARCHITECT OR i � ' � c
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<br /> j � TOP AND BOTTOM CHORD TYP. � �
<br /> PROFESSIONAL ENGINEER RESPONSIBLE FOR THE INSPECTION OF SUCH WORK,WHO SHALL REPORT TO �� �r• 3/16 2-6 n c
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<br /> THE OWNER ANY DEVIATIONS OBSERVED DURING HIS INSPECTION. /
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<br /> N. METAL STUD FRAMING END ROD AT 1 ST , � � � m �
<br /> A. DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD BOTTOM PANEL � a W Q o
<br /> „ POINT, TYP J � W
<br /> FORMED STEEL STRUCTURAL MEMBERS , LATEST EDITION.ALL METAL STUDS SHALL BE GALVANIZED. Q � o
<br /> B. ALL 33 MIL AND 43 MIL STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES,AND ACCESSORIES SHALL BE FORMED NOTE: IF EXISTING FIELD CONDITIONS NOTE: IF EXISTING FIELD CONDITIONS � �. � �
<br /> FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATIONS FOR THE DESIGN OF COLD �L E V A�I O N PROHIBIT THE INSTALLATION OF THE PROHIBIT THE INSTALLATION OF THE JOIST c
<br /> FORMED STEEL STRUCTURAL MEMBERS"WITH A MINIMUM YIELD OF 33 KSI U.N.O.ALL 54 MIL AND THICKER MEMBERS JOIST REINFORCING SHOWN, CONTACT REINFORCING SHOWN, CONTACT THE °
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<br /> SHALL HAVE A MINIMUM YIELD OF 50 KSI. THE ENGINEER FOR AN ALTERNATE ENGINEER FOR AN ALTERNATE SOLUTION. �'
<br /> C. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVWG A G-60 GALVANIZED COATING MEETING SOLUTION. REATTACH ANY EXISTWG Z � w
<br /> ASTM A 635. �
<br /> JOIST BRIDGING/BRACING DAMAGED � -c '
<br /> D. UNLESS NOTED OTHERWISE, ALL SCREWS OR PINS SHALL BE NON-CORROSIVE NO. 8-18(D=.125") OR LARGER. DO �Y� . J O I ST RE I N FO RC E M E NT �ETAI L DURING REINFORCING WORK. � � ° ,''' ,
<br /> NOT USE STAINLESS STEEL OR COPPER-COATED FASTENERS. 6 7 J O I ST S ECT I O N � Z . � o
<br /> E. U N L E S S N O T E D O T H E R W I S E, T R A C K S S H A L L B E T H E S A M E D E P T H A S S T U D S O R J O I S T S A N D O F E Q U A L O R T H I C K E R S'2 3/4" = 1'-0" S'2 3/4"= 1'-0" � W �
<br /> GAUGE THAN STUDS OR JOISTS. TRACKS SHALL BE CONNECTED TO SUPPORT AT 16"O.C. MAX. STUDS OR JOISTS � � Q o � •
<br /> SHALL BE CONNECTED TO TRACKS AT EACH SIDE. Q � ?- (� � � •
<br /> F. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED HALF ON EACH SIDE OF � � � � Q o
<br /> OPENING PER METAL STUD HEADER SCHEDULE ON THIS SHEET. W
<br /> G. NSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMMODATE VERTICAL DISPLACEMENT OF THE PRIMARY � �
<br /> STRUCTURE. U � z '
<br /> H. THE DESIGN OF SLIP TRACKS SHALL CONFORM TO GUIDELINES ESTABLISHED IN SSMA TECHNICAL NOTE NO. 1 z � � � �
<br /> PUBLISHED JAN. 2001. w
<br /> I. PROVIDE THE MANUFACTURER'S STANDARD TRACK, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS,AND W C� � � _
<br /> ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION INDICATED AND AS NEEDED TO o z Z Q � N C �
<br /> PROVIDE A COMPLETE FRAMING SYSTEM. UNLESS OTHERWISE NOTED, INSTALL THE FRAMWG SYSTEM IN ,,, �..
<br /> A C C O R D A N C E W I T H T H E M A N U F A C T U R E R'S W R I T T E N I N S T R U C T I O N S A N D R E C O M M E N D A T I O N S. � Z --� � p o •{ -
<br /> J. WALL SHEATHING SHALL BE FASTENED TO SUPPORTING FRAMING WITH NO. 10, FLAT-HEAD SELF-DRILLING TAPPING 9 EXISTING STEEL JOIST GIRDER (n d m W (� �' �
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<br /> SCREWS WITH A MINIMUM HEAD DIAMETER OF 0.333 INCHES AT THE SPACING INDICATED BELOW UNLESS NOTED S2 � � � � � •.� �
<br /> OTHERWISE IN THE SHEAR WALL SCHEDULE `-�"'"�-' � W > � � o
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<br /> 1. WALL EDGE 6 OC --:::.::::::::.:::::::.:::.:::..:::::::::::::::::::::::::::::::::-:.-::,::::::::::::::::::::::::::::::::::�,W��..�:-::--:::::--::::-:::-::::::::< i ;:;::; € O W � ra ,
<br /> 2. SUPPORTED PANEL EDGES AWAY FROM EDGE OF WALL 6"OC �/ " .;""" ""�'"�� ��""""""� '"�'"""" "" """"""""" /j"..: ; , � O O � �
<br /> 3. CENTER OF PANELS 12"OC �% '/ ' 3 C� o � � w
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<br /> K. PREPUNCHED HOLES SHALL NOT BE LOCATED WITHIN 10 INCHES OF THE STUD SUPPORT LOCATIONS. ' „ /' m (n � (� C� a C
<br /> L. USE FLUX COVERED, MILD STEEL ELECTRODES AWS E-6012, E-6013, OR E-7014 FOR WELDING STEEL STUDS. ALL „ % z .
<br /> WELDING SHALL BE PERFORMED IN ACCORDANCE AWS PROCEDURES. CONSULT MANUFACTURER FOR EQUIPMENT //' �:- £ �
<br /> RECOMMENDATIONS AND PROPER ELECTRODE SELECTION. TOUCH UP WELDED AREAS WITH A ZINC RICH PAINT. // TYP. '�-'' � g
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<br /> EXISTING STEEL JOIST GIRDER @ BOTTOM CORD � c � �'
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<br /> 8 TYP. JOIST GIRDER REINFOR�EM �NT DETAIL 9 JOIST GIRD�R SECTIO�1 � � � :
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<br /> S2 3/4" = 1'-0,� m �
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