1029 Atlantic Blvd COMM20-0032 7 of 10 new commercial bldg permit S0.1 - S2.4DESIGN CRITERIACONCRETEFOUNDATIONSSTEELMETAL DECKSUPPLEMENTARY NOTESALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301.ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE REQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS CONCRETE IS PROHIBITED.CONCRETE SHALL CONFORM TO THE FOLLOWING:F'c @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX)4,000 NORMAL WEIGHT SLAB-ON-GRADE 0.504,000 NORMAL WEIGHT FOOTINGS 0.553,000 NORMAL WEIGHT ALL OTHER CONCRETE 0.55THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 1% & 4%.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATEST ACI 318 FOR CONDITIONS OTHER THAN THOSE LISTED:CONCRETE CAST AGAINST EARTH........................................................... 3"BEAMS AND COLUMNS................................................................................ 1 1/2"SLABS ON GRADE...........................................................................................2" FROM TOPFORMED CONCRETE EXPOSED TO EARTH OR WEATHER...................2"SLABS & WALLS NOT EXPOSED TO EARTH OR WEATHER.................1"CHAMFER ALL EXPOSED CORNER 3/4" MINIMUM.ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO.ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT SPLICES.DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS.THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1% OF TOTAL REINFORCING STEEL FOR THE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OF THE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REQUIRED BY THE STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT THE END OF THE PROJECT.ALL REINFORCING SHALL BE LAPPED WITH ACI CLASS B SPLICE. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL INSPECT AND ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF THE WORK INSPECTED AND VERIFICATION OF ASSUMED SOIL BEARING PRESSURE SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER.WHERE FOOTING STEPS ARE REQUIRED, THE STEPS SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL, UNO ON PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE REQUIRED FOOTING STEEP LOCATIONS.ALL SUBGRADES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECTS GEOTECHNICAL REPORT PREPARED BY ECS FLORIDA, LLC DATED FEBRUARY 3, 2020.ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:ASTM A992 FOR W-SHAPESASTM A36 FOR PLATES, ANGLES, & MISC FRAMINGASTM A588, GRADE 50, WHERE NOTEDASTM A501 OR A53 FOR PIPEASTM A500, GRADE B FOR TUBESHEADED STUDS SHALL COMPLY WITH ASTM A108 AND SHALL BE AUTOMATICALLY END WELDED PER MANUFACTURER'S RECOMMENDATIONS.ANCHOR RODS SHALL CONFORM TO ASTM F1554. GRADE 55, UNO.ALL CONNECTION BOLTS SHALL CONFORM TO ASTM A325.WELDING OF STRUCTURAL STEEL SHALL BE PER AWS D1.1. LATEST EDITION. WHERE FILLET WELD SIZE ISN'T CALLED-OUT ON WELD SYMBOL, FILLET SIZE SHALL BE 1/16" SMALLER THAN THE THICKNESS OF THE THINNER OF THE ELEMENTS TO BE WELDED. UNLESS NOTED OTHERWISE PROVIDE THE GREATER OF THE FOLLOWING BEAM END CONNECTIONS:1) MINIMUM 5/16" DOUBLE ANGLE SHEAR CONNECTION, FULL DEPTH OF THE BEAM, WELDED OR BOLTED WITH VERTICAL BOLT SPACING OF 3".2) WHERE BEAM REACTIONS ARE SHOWN, CONNECTIONS SHALL DEVELOP THE REACTION GIVEN.3) WHEN BEAM REACTIONS ARE NOT SHOWN, CONNECTIONS SHALL BE PROPORTIONED TO SUPPORT 60% OF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE UNIFORM LOAD TABLES OF THE AISC MANUAL FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL USED. FOR COMPOSITE BEAMS THE PROPORTION CONNECTIONS FOR 90% OF THE UNIFORM LOAD CAPACITY. 4) CONNECTIONS SHALL BE PROPORTIONED FOR THE ECCENTRICITY BETWEEN CENTROIDS OF THE CONNECTION AND THE SUPPORTING MEMBER.STRUCTURAL STEEL SHALL BE SHOP PRIMED PER SSPC PAINT SYSTEM NO. 7.00. PRIMER SHALL BE SSPC PAINT WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. OMIT PAINT AT SURFACES TO BE FIREPROOFED. TOUCH-UP BOLT HEADS, NUTS, FIELD WELDS, AND ABRASIONS IN SHOP PRIMER WITH SAME PAINT. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. IF ANY DISCREPANCIES BETWEEN SPECIFICATIONS, NOTES, AND DRAWINGS ARE NOTED, THE MORE STRINGENT REQUIREMENT GOVERNS. COLUMN ANCHOR BOLTS ARE DESIGNED FOR COMPLETE CONDITION ONLY. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY UNTIL ALL BRACING ELEMENTS REQUIRED FOR STRUCTURAL STABILITY ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF MISC STEEL SHOWN ON THE STRUCTURAL DRAWINGS SUCH AS SHELF ANGLES, LINTELS, SUPPORT MEMBERS FOR CURTAIN WALL OR MASONRY AND EDGE ANGLES FOR OPENINGS AND PERIMETER CONDITIONS. IT IS THE INTENT OF THESE DRAWINGS THAT THESE ITEMS ARE FIELD ATTACHED BY FIELD WELDING OR FIELD BOLTING TO MEET TOLERANCES REQUIRED BY THE OTHER TRADES, THESE TOLERANCES MAY BE MORE STRINGENT THAN AISC TOLERANCES. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS.THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1% OF TOTAL STRUCTURAL STEEL FOR THE PROJECT TO BE FABRICATED AND INSTALLED DURING CONSTRUCTION AS DIRECTED BY THE STRUCTURAL ENGINEER IN ADDITION TO THE STRUCTURAL STEEL REQUIRED BY THE CONSTRUCTION DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT THE COMPLETION OF THE PROJECT. ALL STEEL BEAMS SHALL BE ERECTED WITH CAMBER AS INDICATED ON DRAWINGS WITH CAMBER UP.STEEL STAIRS SHALL BE DESIGNED AND SIGNED AND SEALED BY THE CONTRACTORS SPECIALTY ENGINEER.ALL OPEN WEB JOIST AND JOIST GIRDERS SHALL BE FABRICATED, FURNISHED, AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE'S STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, LATEST EDITION.THE DESIGN OF ALL STEEL JOIST AND JOIST GIRDERS SHALL BE BY THE MANUFACTURER'S ENGINEER. ALL JOIST AND JOIST GIRDERS ALONG WITH THE BRIDGING SHALL BE DESIGNED FOR THE GRAVITY LOADS OF THE PROJECT IN ADDITION TO THE WIND LOADS SHOWN ON THE STRUCTURAL DRAWINGS AND THE MECHANICAL LOADS SHOWN ON THE MECHANICAL DRAWINGS.K SERIES JOISTS SHALL BEAR A MINIMUM OF 21/2" OVER STEEL SUPPORTS. LH SERIES JOISTS AND JOIST GIRDERS SHALL BEAR A MINIMUM OF 4" OVER STEEL SUPPORTS. BEARING PLATES AND ANGLES SHALL BE ADJUSTED TO PROVIDE LEVEL BEARING ON SUPPORT SURFACE. EXTEND BOTTOM CHORDS OF JOISTS AND JOIST GIRDERS AT COLUMNS. SHOP DRAWINGS SHALL BE SUBMITTED COMPLETELY DETAILING THE JOISTS FOR ERECTION. INCLUDE ALL BRIDGING AND CONNECTIONS. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED, SEALED, AND DATED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. PROVIDE A SHOP COAT OF STANDARD PRIMER PAINT. COLOR TO BE SPECIFIED BY THE ARCHITECT OR OWNER. PRIMER TO BE COMPATIBLE WITH FINISH COAT WHERE APPLICABLE. TOUCH UP DAMAGED AREAS WITH SAME PAINT USED FOR SHOP COAT. UNLESS NOTED OTHERWISE ON PLANS, THE METAL DECK SHALL BE GALVANIZED (G60 MINIMUM) CONFORMING TO THE STEEL DECK INSTITUTE'S SPECIFICATIONS, LATEST EDITION.SEE STRUCTURAL DRAWINGS FOR METAL DECK TYPE AND GAGE.THE HANGING OF ANY LOADS INCLUDING MECHANICAL EQUIPMENT FROM THE ROOF DECK IS PROHIBITED. ALL METAL ROOF DECK SHALL BE FASTENED TO THE STEEL SUPPORTS AT END OF PANEL AND AT ALL INTERMEDIATE SUPPORTS WITH 5/8"∅PUDDLE WELDS IN A 36/ 5 PATTERN. SIDE LAPS OF ADJACENT PANELS SHALL BE FASTENED WITH #10 TEK SCREWS. SEE .DECKING SHALL BE CONTINUOUS OVER 3 SPANS MINIMUM WHERE ALLOWABLE WITH SUPPORTING STRUCTURE.TOUCH UP ALL AREAS DAMAGED DURING INSTALLATION WITH REPAIR PAINT MATCHING THE SHOP COAT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARE NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITE OR THE MEANS AND METHODS OF DOING ANY WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS.ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED.ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT.GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. CONTRACTOR SHOULD ALLOW TWO WEEKS FOR SUBMITTAL REVIEW.CONTRACTOR SHALL NOT ORDER MATERIAL OR COMMENCE WITH CONSTRUCTION UNITL SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. WORK DONE OR ORDERS PLACED BEFORE SHOP DRAWING APROVAL IS AT THE CONTRACTOR'S RISK.THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWE STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWE STRUCTURES, INC. FOR THE USE OF THE PROJECT'S CAD FILES FOR ANY PURPOSE INCLUDING SHOP DRAWING PREPARATION.THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS WILL CONTROL. STEEL JOISTTHE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION.REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST PUBLICATION.FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE LOAD OF 2,500 PSF.SUPERIMPOSED LIVE LOADS:ROOFS AND CANOPIES: (REDUCIBLE ......................................................................................20 PSFWIND LOADS:ULTIMATE WIND SPEED ........... ............................................................................................... 130 MPHNOMINAL WIND SPEED .......... ................................................................................................. 101 MPHMEAN ROOF HEIGHT ................................................................................................................ 15 FTRISK CATEGORY ................................................. ..................................................................... IIWIND EXPOSURE ...................................................................................................................... CEXPOSURE CLASSIFICATION ................................................................................................. ENCLOSEDINTERNAL PRESSURE COEFFICIENT .................................................................................... ± 0.18DIRECTIONALITY FACTOR (Kd) ............................................................................................ 0.85SHAPE FACTORS ........................................................................................................................ PER CODETHIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS NOT REQUIRED.POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE EOR PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE EOR ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PROVIDE CONTINOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE EVALUATION REPORT. CONCRETE ANCHORSMECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE-APPROVED MECHANICAL ANCHORS INCLUDE :-SIMPSON STRONG TIE "TITEN-HD"-SIMPSON STRONG TIE "TITEN"-SIMPSON STRONG TIE "TORQ-CUT"-HILTI "KWIK BOLT 3"ADHESIVE ANCHORS:SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE-APPROVED ADHESIVE ANCHORS INCLUDE :-HILTI "HY 200-A"-SIMPSON "SET - XP"POWDER AND GAS ACTUATED FASTENERS:SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC70. PRE-APPROVED MECHANICAL ANCHORS INCLUDE :-SIMPSON STRONG TIE "POWER DRIVEN FASTENERS"-SIMPSON STRONG TIE "GAS ACTUATED FASTENERS" MASONRY ANCHORSMECHANICAL ANCHORS:SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106. PRE-APPROVED MECHANICAL ANCHORS INCLUDE :-SIMPSON STRONG TIE "TITEN-HD"-SIMPSON STRONG TIE "TITEN"-BUILDEX "TAPCON"-HILTI "KWIK BOLT 3"ADHESIVE ANCHORS:SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE-APPROVED ADHESIVE ANCHORS INCLUDE :-HILTI "HY 70"-SIMPSON "SET-XP"ANCHORS INSTALLED IN CONCRETE MASONRY SHALL BE INSTALLED INTO SOLID GROUTED CONCRETE MASONRY.ADHESIVE ANCHORS SHALL BE INSTALLED WITH 12 BAR DIAMETER EMBEDMENT MINIMUM UON.POST INSTALLED ANCHORS8/S2.4GENERALOUT-OF-PLANE DEFLECTION OF COLD-FORMED WALL FRAMING WITH STUCCO FINISH IS DESIGNED TO NOT EXCEED L/360.CONTENTS OF THIS SUBMITTAL SHOW THE INTENDED APPLICATION OF COLD-FORMED FRAMING COMPONENTS. FRAMING ERECTOR IS TO REFER TO THE PROJECT CONTRACT DOCUMENTS FOR ADDITIONAL CONSTRUCTION ASSEMBLY REQUIREMENTS.STRUCTURAL STEEL BEAMS AND COLUMNS SHALL BE DESIGNED AS TO NOT REQUIRE BRACING OR SUPPORT (VERTICAL OR HORIZONTAL) FROM LIGHT GAUGE FRAMING.GC SHALL VERIFY ALL DIMS & ELEVATIONS W/ ARCHITECTURAL & STRUCTURAL DRAWINGS. THESE DIMS WILL CONTROL OVER THOSE SHOWN IN THESE SHOP DRAWINGS.DIMENSIONS SHOWN HEREIN HAVE BEEN DETERMINED PER THE CONTRACT DOCUMENTS AND ARE FOR DESIGN REFERENCE ONLY. ALL CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO ERECTION.THIS SUBMITTAL IS ALSO SUBJECT TO THE REVIEW AND CONCEPTUAL APPROVAL OF THE PROJECT ENGINEER AND/OR ARCHITECT PRIOR TO ERECTION.ADEQUACY OF THE PRIMARY STRUCTURE FOR LOADS IMPOSED BY THE COLD-FORMED FRAMING SYSTEM IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD.THE CONNECTIONS AND LIGHT GAUGE STEEL COMPONENTS DEPICTED HAVE SEEN SIZED AND DETAILED TO SUPPORT THE CLADDING AND TRANSMIT GRAVITY AND WIND LOADS INTO THE MAIN BUILDING STRUCTURE. THE STRUCTURAL ADEQUACY AND APPROPRIATENESS OF THE CLADDING AND THE CONNECTION OF THE CLADDING TO THE LIGHT GAUGE STRUCTURE HAVE NOT BEEN CONSIDERED AND ARE TO BE INSTALLED PER MANUFACTURER.THE STRUCTURAL SYSTEM SHOWN AND DETAILED HAS BEEN DESIGNED IN ACCORDANCE WITH THE AISI COLD-FORMED STEEL DESIGN MANUAL.INSTALLATIONALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENTS TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED.TEMPORARY BRACING SHALL BE PROVIDED BY THE FRAMING CONTRACTOR AND REMAIN IN PLACE UNTIL WORK IS COMPLETELY STABILIZED.ALL FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING. TORCH CUTTING OF COLD-FORMED MEMBERS IS UNACCEPTABLE.NO SPLICING IN STUDS, JOISTS, OR OTHER LOAD CARRYING MEMBERS MAY BE MADE WITHOUT PRIOR ENGINEERING REVIEW AND SPECIFIC DETAILS FOR ANY SUCH SPLICE(S).CONNECTIONS• #10 SCREWS OR #10 TEK- INDICATED BUILDEX #10-16 W/ #3 DRILL POINT SHEET METAL SCREWS OF LENGTH ADEQUATE TO FULLY ENGAGE ALL MEMBERS BEING FASTENED. USE MINIMUM SCREW SPACING AND EDGE DISTANCE OF 1”, UNLESS NOTED OR DETAILED OTHERWISE. (ALTERNATE FASTENERS MAY BE SUBMITTED FOR REVIEW AND APPROVAL.)• #12 SCREWS OR #12 TEK- INDICATED BUILDEX #12-14 W/ #2 DRILL POINT SHEET METAL SCREWS OF LENGTH ADEQUATE TO FULLY ENGAGE ALL MEMBERS BEING FASTENED. USE MINIMUM SCREW SPACING AND EDGE DISTANCE OF 1”, UNLESS NOTED OR DETAILED OTHERWISE. (ALTERNATE FASTENERS MAY BE SUBMITTED FOR REVIEW AND APPROVAL.)• #14 SCREWS - INDICATES SIMPSON STRONG-TIE #14 SHOULDERED SCREWS OF LENGTH ADEQUATE TO FULLY ENGAGE ALL MEMBERS BEING FASTENED. USE MINIMUM SCREW SPACING AND EDGE DISTANCE OF 1”, UNLESS NOTED OR DETAILED OTHERWISE. (ALTERNATE FASTENERS MAY BE SUBMITTED FOR REVIEW AND APPROVAL.)• 0.145"Ø PAF INTO STRUCTURAL STEEL SHALL BE SIMPSON STRONG-TIE 0.145"Ø PDPT OR EOR APPROVED EQUAL. ENTIRE POINTED PORTION OF PAF SHALL PENETRATE THROUGH THE STEEL MEMBER.• 0.157"Ø PAF INTO STRUCTURAL STEEL SHALL BE HILTI .0157" DS OR EOR APPROVED EQUAL. ENTIRE POINTED PORTION OF PAF SHALL PENETRATE THROUGH THE STEEL MEMBER.• 0.177"Ø PAF INTO STRUCTURAL STEEL SHALL BE HILTI .0177" X-U OR EOR APPROVED EQUAL. ENTIRE POINTED PORTION OF PAF SHALL PENETRATE THROUGH THE STEEL MEMBER.• 0.177"Ø PAF INTO CONCRETE SHALL HAVE 1" MIN EMBED (TYP)ALL CONNECTORS CALLED OUT IN PLANS, SECTIONS & DETAILS SHALL BE SIMPSON STRONG-TIE CONNECTORS OR EOR APPROVED EQUAL.MINIMUM FASTENING REQUIREMENTS, UNLESS NOTED OTHERWISE:TRACK TO CONCRETE:(1) FASTENERS @ 12" OC TYP W/ ADDITIONAL FASTENER 3" FROM END OF TRACK AND (2) FASTENERS MINIMUM AT JAMBS.TRACK TO STRUCTURAL STEEL:12" OC TYP W/ ADDITIONAL FASTENER 3" FROM END OF TRACK AND (2) FASTENERS MINIMUM AT JAMBSSTUD TO TRACK:(1) SCREW MINIMUM AT EA FLANGESTUD TO STUD:(3) SCREWS MINIMUMSTUD TO STEEL OR CONCRETE:USE POWDER ACTUATED FASTENERS REFERENCED ABOVE. SEE DETAILS FOR CONNECTIONS, MINIMUM (2) FASTENERSMATERIALSALL LIGHT GAUGE STEEL MEMBERS 16 GAUGE (54 MIL) AND HEAVIER SHALL BE FORMED FROM STEEL CORRESPONDING TO A TYPE LISTED IN THE A.I.S.I. SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, WITH A MINIMUM YIELD STRENGTH OF 50 KSI.ALL LIGHT GAUGE STEEL MEMBER 18 GAUGE (43 MIL) AND LIGHTER SHALL BE FORMED FROM STEEL MEETING THE CRITERIA AS LISTED ABOVE, WITH A MINIMUM YIELD STRENGTH OF 33 KSI UNLESS NOTED OTHERWISE.ALL FRAMING PRODUCTS SHALL BE FORMED FROM STEEL POSSESSING A G-60 ZINC COATING CORRESPONDING TO THE MINIMUM REQUIREMENTS OF ASTM A653.ALL STEEL FRAMING MEMBERS SHALL BE OF THE TYPE, SIZE AND GAUGE AS SHOWN ON THE PLANS AND SHALL BE MANUFACTURED BY A SSMA APPROVED MANUFACTURER. NO SUBSTITUTIONS ALLOWED WITHOUT ENGINEERS WRITTEN APPROVAL.LIGHT GAUGEaaROOF PLAN (GENERIC BUILDING SHOWN)WALLS (GENERIC BUILDING SHOWN)2332T/PARAPET325P54P 5P5455P454P5P13T/ROOF2aaaaFRONT OFBUILDINGa1o &2o43o3ZONE10 SFROOF50 SF100 SF10 SFZONE5WALLS500 SF100 SFa = 5'-0"+33.7-36.5+28.8-31.6+25.3-28.12COMPONENT & CLADDING DESIGNWIND PRESSURES (PSF)NOTES:1. TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE.2. POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING.3. SEE DIAGRAMS FOR ZONE LOCATIONS.4. ALL PRESSURES SHOWN ARE ULTIMATE PRESSURES.-50.9 -50.0-53.14P5P+85.4-59.8+58.3-49.7+54.7-42.7+117.1-68.4+58.3-53.3+54.7-42.71ALL ZONES-55.9 -40.0-93.0-46.5 -40.0-61.8-34.7 -33.7-36.8+16.0 +16.0+16.0-87.4 -50.9 -50.0+33.7-45.0+28.8-35.0+25.3-28.1LOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO.REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233GENERAL NOTES & DESIGN CRITERIA20.00205/27/20S0.1SCALE: NTSS0.11WIND PRESSURE DIAGRAMS
F7F7F6F7F6F6F6F6F5F6F6F6F5F5F5F5F5F5F5F6F6F6F4F4EDCBA11222.72.73344B.9B.14.23.31' - 1 1/2"31' - 3"31' - 10"19' - 0"15' - 4"1' - 1 1/2"99' - 8"1' - 1 1/2"16' - 5 3/4"4' - 7 3/4"9' - 5 3/4"16' - 5 3/4"1' - 1 1/2"49' - 4"1' - 5 1/2"14' - 9"1' - 5 1/2"17' - 8"10' - 6 1/4"4' - 2 3/4"1' - 5 1/2"16' - 2 1/2"4" CONCRETE SLAB ON GRADEW/ WWF 6x6 - W1.4 x W1.4 ON VAPOR BARRIER AND COMPACTED FILLT/SLAB EL 100'-0" (TYP UNO)HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS8X8X3/8HSS8X8X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS8X8X3/8HSS8X8X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8SLAB JOINTSPER .T/FTG EL= 98'-0" (TYP)DENOTES EXTERIOR LTGA WALL FRAMING. ALLEXTERIOR WALLS SHALLBE 600S162-43 @ 16" OC, UNOTETETETE1/S2.15S2.16S2.14S2.15S2.16S2.14S2.14S2.15S2.15S2.16S2.15S2.16S2.16S2.1TETETE5S2.1TETETETE2' - 1 1/2"TETETEF6F6F4T/FTG EL= 98' - 0"DENOTES PRE-ENGINEEREDCANOPY COLUMN6S2.1DENOTES 1000S162-43 @ 16" OC.SPACE STUDS @ 24" OC WHEREDUCTS PENETRATE WALL. GC TOCOORD LOCATIONSDENOTES 800S162-43 @ 16" OCPLAN NOTES:1. SEE S0.1 FOR GENERAL NOTES AND DESIGN CRITERIA.2. CONTRACTOR TO COORD ALL DIMS & LAYOUT W/ ARCH PLAN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ARCH DIMS AND ELEVATIONS WILL CONTROL.3. ALL ELEVATIONS ARE BASED ON A DATUM T/SLAB ELEVATION OF 100'-0". COORD ACTUAL ELEVATION W/ CIVIL & ARCH.4. F# DENOTES FOOTING TYPE. SEE SCHEDULE ON THIS SHEET FOR FOOTING SIZE & REINF.5. SEE WHERE PIPES PENETRATE BUILDING PERIMETER.6. SEE FOR REINF @ CONT FTG CORNERS.3/S2.12/S2.1LOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233FOUNDATION PLAN20.00205/27/20S1.1SCALE: 1/4" = 1'-0"S1.11FOUNDATION PLANFOOTING SCHEDULETYPE LENGTH WIDTH DEPTHBOTTOM REINF(LONG WAY)BOTTOM REINF(SHORT WAY)TOP REINF(LONG WAY)TOP REINF(SHORT WAY)REMARKSF4 4' - 0" 4' - 0" 1' - 2" 5-#5 5-#5 5-#5 5-#5F5 5' - 0" 5' - 0" 1' - 4" 6-#5 6-#5 - -F6 6' - 0" 6' - 0" 1' - 4" 7-#5 7-#5 - -F7 7' - 0" 7' - 0" 1' - 4" 8-#5 8-#5 - -
EDCBA122.734B.9B.14.23.3W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X26W14X2612K112K112K112K112K112K112K112K112K112K112K112K112K112K112K1W12X26W12X26W12X2612KCS312KCS312KCS312KCS312K1W12X26W12X26W14X26W14X26W14X26W12X2612K112K112K112KCS312KCS3OPEN TO BELOW12K112K112K112K112K1W12X2612K112K112K112K112K112K112K1W14X26OPEN TO BELOW6 EQ SPACES6 EQ SPACES4 EQ SPACES3 EQ SPACES1 1/2" 22 GA TYPE "B" PAINTED METAL DECK (TYP)SLOPESLOPE1S2.2T/JST EL= 112' - 11"T/JST EL= 112' - 6 7/8"T/JST EL= 112' - 3 3/8"T/JST EL= 111' - 11 1/4"1S2.22S2.22S2.23S2.23S2.24S2.24S2.26S2.2HORIZ JOISTBRIDGING PER SJI(TYP)8S2.24' - 1"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"+2 1/2"2.5K12.5K12.5K1W14X26W14X26W14X269S2.47S2.26S2.2AHU-41000#AHU-21000#AHU-31000#AHU-11000#CANOPY LOCATION,SEE ARCH (TYP)HSS6x6x5/16 (LO)HSS6x6x5/16 (LO)HSS6x6x5/16 (LO)HSS6x6x3/8 (LO)HSS6x6x5/16 (LO)HSS6x6x3/8 (LO)HSS6x6x5/16 (LO)SEE DETAIL FORHSS CONN @ COL (TYP)HSS6x6x5/16 (LO)6/S2.4SEE FOR TYPWALL FRAMING ELEVATION@ HSS4/S2.3SEE FOR TYPWALL FRAMING ELEVATION2/S2.3PRE-ENGINEERED CANOPYPER ARCHCOORD HSS ELEVATIONABOVE WINDOW W/ ARCH(TYP)SEE FOR LIGHT GA WALLDETAIL AT CORNERS W/ STOREFRONT(TYP)1/S2.3PROVIDEFRAMING @RTU'S PERDETAIL7/S2.4HSS6x6x5/16 (LO)PLAN NOTES:1. ELEVATIONS ARE BASED ON TOP OF SLAB ON GRADE DATUM 100'-0".2. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1 3. SEE FOR ROOF DECK ATTACHMENT REQUIREMENTS.4. SEE FOR JOIST REINFORCING AT CONCENTRATED LOADS.5. T/BEAM EL SHALL BE -2 1/2" FROM T/JST EL , UNO.6. DENOTES MOMENT CONNECTION. SEE , AND . 7. SEE AND FOR LIGHT GAUGE DETAILS. 8/S2.45/S2.26/S2.27/S2.28/S2.2S2.3S2.4LOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233ROOF FRAMING PLAN20.00205/27/20S1.2SCALE: 1/4" = 1'-0"S1.21ROOF FRAMING PLAN
EDCBA122.734B.9B.14.23.3W10X30W10X30W10X30W10X30W10X26W10X26T/ROLLED BEAM EL= 121' - 1 1/2"@ COLUMNLINE B.19S2.2ROLLED HSS6X6X1/4 ROOF BEAMS @ 3 EQ SPACES6 EQ SPACES10K1HSS1 1/2x1 1/2x3/16 @ 4' - 0" OC10S2.2T/JST EL= 119' - 2"T/JST EL= 118' - 7"1 1/2" 22 GA TYPE "B" PAINTED METAL DECK (TYP)(+2 1/2")(+2 1/2")1 1/2" 22 GA TYPE "B" PAINTED METAL DECK (TYP)T/ROLLED BEAM EL= 117' - 8 5/16"@ COLUMNLINE B.9W10X26W10X26ARCHSEEARCHSEEARCHSEE6"6"NOTE: COORD HSS1 1/2x1 1/2 PLACEMENT WITH DECK FLUTES.3S2.44S2.410S2.2SEE FOR TYP CONNECTION @ COLUMN7/S2.2HSS1 1/2x1 1/2x3/16 @ 4' - 0" OCLOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233ROOF FRAMING HI20.00205/27/20S1.3SCALE: 1/4" = 1'-0"S1.31ROOF FRAMING HI
CONTRACTION JOINTEXPANSION JOINTDDD/4SAW CUT JOINT-FILL JOINT PER ARCHD/2CONT VAPORBARRIER PER ARCHNOTES:1) USE CONSTRUCTION JOINT WHEREVER CONSTRUCTION IS STOPPED OR SPECIFIED ON PLAN.2) CONTRACTION JOINTS SHALL BE CUT INTO SLAB WITHIN 12 HOURS OF CONCRETE PLACEMENT.3) JOINT SPACING SHALL NOT EXCEED 12'-0" EW.TYP PIPE PARALLEL TO WALLTRANSVERSE PIPE DETAIL11NOTE:FOR PIPES RUNNING PARALLEL TOSTRIP FTGS, FTG DEPTH & PIPELOCATION SHALL BE COORDINATEDSO THAT THE PIPE IS NOT WITHINFTG LOAD DISTRIBUTION INFLUENCELINE AS ILLUSTRATED.WRAP PIPE W/ 2" STYROFOAM OR SLICEPVC PIPE 2"Ø LARGER & PLACE AROUND PIPE (SEAL SLIT W/ DUCT TAPE)NO PIPE TO BE PLACEDWITHIN FOOTING1 1/2" COMPRESSIBLE MATERIALAROUND PIPE OR PROVIDE PIPESLEEVE, TYPCONCRETE FILL IS TO BE PLACEDBEFORE FOOTING IS POURED ANDTO BE THE SAME WIDTH AS FTG,POUR FULL WIDTH OF PIPE TRENCHT/FTGPER PLANT/FTGPER PLAN119 3/8"COVER6" MIN2'-4"2'-4"CONT WALL FOOTINGADD CORNER BARTO MATCH CONTFOOTING REINFPLANSEEMIN2' - 0"1' - 6"(2)-#5 CONTW/ #4 @ 24" OCTRANSVERSE#4 CONTWWF PER PLANT/SLABPER PLANFIN GRADE PER CIVIL±11PLANSEE1' - 6"(2)-#5 CONT W/ #4 @ 24" OC TRANSVERSE#4 CONTWWF PER PLANT/SLABPER PLANWALL SHEATHINGWALL STUDS PER PLANFIN GRADE PER CIVILFTG BEYONDMIN2' - 0".NOTE: ATTACH EXTERIOR WALL SHEATHINGW/ #6 SCREWS @ 6" EDGE AND FIELD (TYP)CONT TRACK W/ 0.177"Ø PAF @ 12" OC STAGGERED (MAX)TOP & BOTT TRACK FOR WALL STUDS SHALL BE AS FOLLOWS:600T125-54 @ 6" STUDS800T125-54 @ 8" STUDS1000T125-54 @ 10" STUDSANCHOR RODS & BASE PL PER HSS COL PER PLAN2" MINSEE SCHED*NOTE: "*" DENOTES 1"NON-SHRINK GROUT (MIN)FOOTING SCHEDSIZE & REINF PERWWF PER PLANENCASE COL IN CONC BELOW GRADE (TYP)PLANSEE7/S2.1CLCOL & FTGEMBEDT/SLAB ELPER PLANT/FTG ELPER PLAN@ INTERIOR COLUMN@ EXTERIOR COLUMNANCHOR RODS & BASE PL PER HSS COL PER PLANSEE SCHED*FOOTING SCHEDSIZE & REINF PERWWF PER PLANENCASE COL IN CONC BELOW GRADE (TYP)PLANSEE7/S2.1EMBEDT/FTG ELPER PLANWALL SHEATHINGWALL STUDS PER PLANARCHPERT/SLAB ELPER PLANSIDEWALK PER CIVILCLCOL & FTGCONT TRACK W/ 0.177"Ø PAF @ 12" OC STAGGERED (MAX)TYP1 1/2"3/161 1/4" PL W/ (4)-1"Ø GRADE 55ASTM F1554 ANCHOR RODSW/ 12" MIN EMBEDMENTCLCLPROVIDE (2)-#3x3'-0" BARSCTR'D IN SLAB @ CORNERSW/O SLAB JT (TYP)PREFORMED JOINTFILLERFILL AROUND COLSAFTER FLOOR IS CAST& COLS ARE SUPPORTINGFULL DEAD LOADDIAMOND SHAPEDISOLATION JTSLAB JTTYP BASE PLATE DETAILDIAMOND PLAN DETAIL1'-4" @ HSS8x81'-2" @ HSS6x61'-4" @ HSS8x81'-2" @ HSS6x6LOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233SECTIONS & DETAILS20.00205/27/20S2.1SCALE: NTSS2.11SLAB JOINT DETAILSSCALE: NTSS2.12PIPE PENETRATION DETAILSCALE: NTSS2.13REINF @ CONT FTG CORNERSSCALE: NTSS2.14SECTIONSCALE: NTSS2.15SECTIONSCALE: NTSS2.16SECTIONSCALE: NTSS2.17DETAIL
MTL DECKPER PLANSTL BEAMPER PLANCONT L4X4X1/43/162@8T/ JOIST ELPER PLANSCB45.5 CLIP(TYP)WALL STUD PER PLANATTACH SHEATHING W/ #6 SCREWS @ 6" OC EDGE AND FIELD (TYP)T/ PARAPET ELPER PLANSTL JOIST PER PLANCLBEAMARCHPERCONT TRACKMTL DECKPER PLANSTL BEAMPER PLANCONT L4X4X1/43/16 2@8T/ JOIST ELPER PLANSCB45.5 CLIP (TYP)WALL STUD PER PLANATTACH SHEATHING W/ #6 SCREWS @ 6" OC EDGE AND FIELD (TYP)T/ PARAPET ELPER PLANCLBEAMARCHPERL2x2x1/4 @ EA JOISTATTACH TO TOPCHORD PANELPOINT1/82TYPCONT TRACK2 1/2"TYP1/2"BEAM GIRDERSTEEL JOISTPER PLANBEAM GIRDERPER PLANMETAL DECKPER PLAN1/821/82TYPNOTES:1) PROVIDE 1/2"Ø ERECTION BOLTS AS REQ'D BY OSHA.2) * MAKE CONNECTION AFTER DEAD LOAD IS APPLIED.CLT/ JOIST ELPER PLANL2x2x1/4 @ EA JOISTALTERNATING SIDESCOLSTL COLPER PLANMETAL DECKPER PLAN3/16TYPT/ JOIST ELPER PLANCLSHEAR CONN PER GENERAL NOTES (TYP)3/163/16TYPSTL BEAMPER PLANCAP PL 1/2"STL JOISTPER PLANERECTION CLIPS PER SUPPLIER. REMOVE AFTERBEAM INSTALLATIONNOTE: SEE FOR TYP BEAM CONNECTIONS.6/S2.2T/BEAM EL= 112'-3 3/8"T/COL EL= 112'-0 7/8"CONCENTRATEDLOADOPEN WEB BAR JOISTL2X2X1/4 EA SIDE OF JSTAT CONCENTRATED LOADSGREATER THAN 100 LBS..HANGINGLOADL2X2X1/4 EA SIDE OF JSTAT HANGING LOADSGREATER THAN 100#.1/8 1 1/2TYPT/JOIST ELPER PLANCOLSTL COLPER PLANT/BEAM ELPER PLANCLSHEAR CONN PER GENERAL NOTES3/16STL BEAMPER PLAN1/2" CAP PLCJP @FLANGES(TYP)STL COLPER PLANT/BEAM ELPER PLANSHEAR CONN PER GENERAL NOTES1/2" CAP PLSTL BEAMPER PLAN3/16COLCLBEAMT/BEAM ELPER PLANCL3/8" SHEAR TAB PER GENERAL NOTESSTL BEAMPER PLANCJP @FLANGES(TYP)C O O R D W / A R C H59' - 5 1 /2 " R A D I U S
B.9B.1STL COLPER PLANSTL COLPER PLANSTL BEAMPER PLANT/BEAM ELPER PLANSTL BEAMPER PLANSTL BEAMPER PLAN4x4x1/4 PERIMETERANGLE, TYPHSS1 1/2x1 1/2x3/16SEE PLAN2' - 7 1/2"14' - 9".TO BEAM3' - 6 3/4"4" *LT GA MTL FRAMING* TO ANGLE/EDGE OF DECKTO EDGE OF CURVEDBEAM4" *LT GAMTL FRAMINGS2.211METAL DECKPER PLANHSS BEAMPER PLANIN DECKFLUTESBEAM PER PLAN. ROLLTO MATCH ROOF RADIUS2@64"2' - 7 1/2"1000S162-43 @ 16" OC W/ 1000T125-43 TRACK TOP & BOTTCONT TRACK W/ (2)-#10 SCREWS @ 12" OC MAX(4)-#10 SCREWS (TYP)800S162-43 @ 16" OCCONT 800T125-43CONT 800T125-43 W/0.145"Ø PAF @ 12" OCSTAGGEREDCONT 3"x3x18 GA ANGLEW/ 0.145"Ø PAF @ 18" OC3" 18 GA ANGLE x 0'-6" W/(3)-#10 SCREWS EA LEGSTL COLPER PLANT/BEAM ELPER PLANSTL BEAMPER PLAN4x4x1/4 PERIMETERANGLE, TYPHSS1 1/2x1 1/2x3/16SEE PLANSTL BEAM PER PLANCONT 3"x3x18 GA ANGLEW/ 0.145"Ø PAF @ 18" OC250S125-43 @ 24" OC MAX.ATTACH W/ (2)-#12 SCREWS@ EA HSS1000S162-43 @ 16" OC W/ 1000T125-43 TRACK TOP & BOTTLOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233SECTIONS & DETAILS20.00205/27/20S2.2SCALE: NTSS2.21SECTIONSCALE: NTSS2.22SECTIONSCALE: NTSS2.23SECTIONSCALE: NTSS2.24SECTIONSCALE: NTSS2.25JOIST REINFORCEMENT DETAILSCALE: NTSS2.26SECTIONSCALE: NTSS2.27SECTIONSCALE: NTSS2.28SECTIONSCALE: NTSS2.29SECTIONSCALE: NTSS2.210SECTIONSCALE: NTSS2.211SECTION
ATTACH JAMB STUDS TO CONC DECK W/ (2)-SIMPSON SCW5.5 W/ (2)-#14 SHOULDERED SCREWS INTO STUD & (2)-0.157"Ø PAF INTO CONC DECK W/ 1 1/2" MIN EMBEDCONT MAXTRAK BY CLARKDIETRICH. SEE DETAIL600S162-43 @ 16" OC (TYP)T/JST ELVARIESOPENING,PER ARCH8S2.3T/SLAB EL600S162-43 @ 16" OC (TYP)SEE DETAIL FOR HEADER AND SILL ATTACHMENT TO WALL STUDSSEE FOR HEADER AND SILL DETAILSARCHSEESEE ARCH FOR OPENING DIMS2/S2.41/S2.4JAMB STUDS PER5/S2.4T/JST ELVARIEST/SLAB ELSCB4.5 EA SIDE OF JAMB STUDS (TYP)FCB43.5 EA SIDE OF JAMBSTUDS (TYP)33 MIL CLIP ANGLE W/ (2)-#12 SCREWS EACH LEG(3)-#12 SCREWS@ EACH BLOCKCONT STRAPBOTH SIDESWALL STUD, SIZE ANDGAGE AS NOTED INSECTIONS AND DETAILS.#12 SCREW @ EACHSTUD BOTH SIDESSOLID 33 MIL BLOCKINGFIT BETWEEN FIRST &LAST 2 BAYS, REPEAT IN 2BAYS EVERY 8'-0" OCNOTE: 1. PROVIDE BRIDGING @ 48" OC VERT (UNO)2. BRIDGING IS NOT REQ'D WHERE WALL IS SHEATHED ON BOTHED FACES.LAP JOINT, COPE FLANGESOF TRACK AS REQUIREDAT CORNER#10 SCREWSAT EACH STUDATTACH WITH (4)-#10SCREWS AT CORNERATTACH TRACK TOEACH STUD FLANGEW/ #12 SCREW EA SIDETRACK ATTACHMENT PERSECTIONS & DETAILSCONT TRACK(2)-#12 SCREWS PER ROW @ 24" OCWALL STUDSPER PLANATTACH TRACK TOEACH STUD FLANGEW/ #12 SCREW EA SIDETRACK ATTACHMENT PERSECTIONS & DETAILSCONT TRACK(2)-#12 SCREWS PER ROW @ 12" OC(2) STUDS MIN @ EA CORNER OF WALLSCREW ATTACH BOTH ENDS OFTYPICAL TRACKS TO SHORTSECTION OF STUD W/ (2)-#12SCREWS PER STUD FLANGE, EASIDE OF SPLICE12" SECTION OF STUD SAMEGAUGE AND SIZE AS TRACKCONT TRACK600S162-43 @ 16" OC (TYP)SEE DETAIL FOR SILL ATTACHMENT TO WALL STUDSSEE FOR SILL DETAILSSEE ARCH FOR OPENING DIMS2/S2.41/S2.4JAMB STUDS PER5/S2.4ARCHSEEHSS BEAM, SEE PLANCOORD ELEV W/ ARCHT/JST ELVARIES8S2.3T/SLAB ELFCB43.5 EA SIDE OF JAMB STUDSINTO HSS (TYP)T/ BEAM ELPER PLANCLSTL BEAMPER PLAN600S162-43 @ 16" OC ATTACH SHEATHING W/ #8 SCREWS @ 6" OC EDGE AND FIELD (TYP)T/ PARAPET ELPER PLANSCW3.25 CLIP (TYP)CONT 600T125-43 W/0.145"Ø PAF @ 12" OCSTAGGEREDMTL DECKPER PLANCONT L4X4X1/4T/ JOIST ELPER PLANSCB45.5 CLIP(TYP)LOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233SECTIONS & DETAILS20.00205/27/20S2.3SCALE: NTSS2.31TYPICAL WALL ELEVATIONSCALE: NTSS2.32TYPICAL WALL OPENING DETAILSCALE: NTSS2.33BRIDGING DETAILSCALE: NTSS2.37TYP WALL CORNER DETAILSCALE: NTSS2.35BACK TO BACK STUDSSCALE: NTSS2.36WALL CORNER DETAILSCALE: NTSS2.39TRACK SPLICE DETAILSCALE: NTSS2.34TYPICAL WALL OPENING DETAIL @ BEAMSCALE: NTSS2.38SECTION
10" LONG SEGMENT OF 600T200-97 W/ (8)-#12 SCREWS INTO VERT HEADER (4 @ EA FACE OF HEADER) & (8)-#12 SCREWS INTO JAMB STUDS(2)-SIMPSON SFC4.25 W/ (6)-#10 SCREWS INTO BEAM & (6)-#10 SCREWS INTO JAMBJAMB STUDS PER HEADERNOTE:WALL FRAMING ABOVE NOT SHOWN FOR CLARITY(2)-SIMPSON SFC4.25 W/ (6)-#10 SCREWS INTO BEAM & (6)-#10 SCREWS INTO JAMBJAMB STUDS PER SILLWALL STUD SIZE & SPACING PER PLAN5/S2.45/S2.4HEADER DETAILSILL DETAIL#12 SCREWS @ 12"OC (TYP @ HEADER)WALL STUD SIZE & SPACING PER PLAN600T200-68 HORIZONTALFRAMING TOP & BOTT (TYP)600S162-68 VERTICAL FRAMING (TYP)600T125-54(2)-#12 SCREWS @ 12" OC (TYP)#12 SCREWS @ 12" OC (TYP @ SILL)600T200-68 HORIZONTAL FRAMINGCONT 600T125-68 PER SCHEDULEWALL STUD SIZE & SPACING PER PLAN600S200-68 HORIZONTAL FRAMING(2)-#12 SCREWS @ 12" OC (TYP)NOTE: TRACK WIDTH TO MATCH STUDWIDTH AT 8" AND 10" STUDS. USETRACK GAUGES NOTED IN DETAILS.(2)-#10 SCREWS @ 12" OC (TYP)600S200-68 (BACK-TO-BACK)600T200-68#10 SCREWS @ 12" OC (TYP)MTL DECKPER PLANSTL BEAMPER PLAN3/16 2@8T/ JOIST ELPER PLAN358S162-43 @ 16" OC W/358T125-43 TRACK TOP & BOTTSTL JOIST PER PLANCLARCHPERSTL BEAMPER PLANMTL DECKPER PLANSTL JOIST PER PLANT/ JOIST ELPER PLANCONT L3X3X1/4CONT 800T125-43 W/ (2)-#10SCREWS @ 12" OC MAXTOP & BOTTCONT L3x3x1/40.145"Ø PAF @ 16" OC(TYP TOP & BOTT)800S162-43 @ 16" OC (TYP)ATTACH TRACK TO VERT ANGLELEG W/ 0.145"Ø PAF @ 12" OCNOTE: ATTACH JAMB STUD TO BOTT OF BEAM FLANGE W/ FCB43.5 EA SIDE OF JAMB STUD (TYP @ CLERESTORY)MTL DECKPER PLANSTL BEAMPER PLANCONT L3x3x1/43/162@12T/ JOIST ELPER PLANT/ PARAPET ELPER PLANSTL JOIST PER PLANARCHPERCLL2x2x1/4 @ EAJOIST, ATTACH TOTOP CHORD PANELPOINTSTL BEAMPER PLANSTL JOIST PER PLANMTL DECKPER PLANCONT L4x4x1/4CONT 800T125-43 W/ (2)-#10SCREWS @ 12" OC MAXTOP & BOTT358S162-43 @ 16" OC W/358T125-43 TRACK TOP & BOTTATTACH TRACK TO CONT ANGLEW/ 0.145"Ø PAF @ 12" OC0.145"Ø PAF @ 16" OC(TYP TOP & BOTT)800S162-43 @ 16" OC (TYP)TYP WELD PATTERN FOR 22 GAUGE ROOF DECKROOF DECK ATTACHMENT NOTES:1. ATTACHMENT AT SUPPORTS SHALL BE PUDDLE WELDS.2. ATTACHMENT AT SIDE LAPS SHALL BE #10 TEKS SCREWS.3. ATTACHMENT AROUND OPENINGS SHALL BE WELDS @ 6" OC.4. ATTACHMENT AT SIDE SUPPORTS ALONG PERIMETER SHALL BE WELDS @ 6" OC.5. MINIMUM SHEET LAP SHALL BE 3" TYP.6. PROVIDE THE FOLLOWING SIDELAPS PER SPAN:6 SIDELAPS 36/5 PATTERN.36"5/8"PUDDLEWELDSHSS6x6x5/16STEEL COLPER PLAN3/16TYPTYPARCHSEEHSS PER PLAN W/1/4" CAP PLSECTION A-APLANTYPICAL FRAMING AT ROOF OPENINGNOTES:1. VERIFY ALL DIM W/SUPPLIER BEFORE FABRICATION.2. INSTALL PREFAB CURBS DIRECTLY ON STEEL SUPPORT ANGLES.3. ROOF DECK IS NOT REQUIRED INSIDE MECH UNIT CURBS.4. AT OPENINGS 6" TO 12" PROVIDE L2x2x1/4x3'-0" LG PERPENDICULAR TO DECK SPAN. 5/8"Ø WELD TO EACH FLUTE'X' DIM'X' MEMBERJOIST PER PLANL4X4X3/8L4X4X3/8≤3'-0"≤6'-0"≤9'-0"L3x3x1/4L4x3x3/8 LLVL4x4x3/8"X" MEMBER"x" DIMENSIONSEE PLANAA.0' - 1"JST PER PLANOPNG SIZE EQUALSINSIDE DIMENSIONOF PREFAB CURBSL5x5x3/8x0'-5" LG(L6x6x3/8x0'-5" LG @ L6x4 ANGLE)PROVIDE 5/8"Ø BURGLARBARS @ 6" EW, OMIT @DUCT OPNG (IF REQ'DSEE ARCH).0' - 3/8"3/16TYP1/81/8TYP3/16TYPREINF JOIST PER"X" MEMBER5/S2.2STL BEAMPER PLANCONT L4X4X1/43/16 2@8T/ JOIST ELPER PLANSCB45.5 CLIP(TYP)WALL STUD PER PLANCLARCHPERCLIPATTACHMENTSCB45.5(2)-#14 SHOULDERED SCREWSSCW3.25(2)-#14 SHOULDERED SCREWSFCB43.5(6)-#12-14 SELF DRILLING SCREWSLOWE STRUCTURES, INC.11651 Central Pkwy., Suite 106Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF LILLY HAYNES ARCHITECTURE, INC. THE USE OF THIS DRAWING IS LIMITED TO THE ORIGINAL PROJECT AND PURPOSE FOR WHICH IT WAS PREPARED.NO. REVISIONDESCRIPTIONDATE58 Evans Drive . Jacksonville Beach, FL 32250Corporate License No. AA26002428 . Phone No. 904.207.1871BAPTISTHEALTHPROJECT NO.:DATE:ATLANTIC BEACHMEDICAL OFFICE BUILDINGATLANTIC BOULEVARD ATLANTIC BEACH, FL 32233SECTIONS & DETAILS20.00205/27/20S2.4SCALE: NTSS2.41TYP HEADER & SILL ATTACHMENTSCALE: NTSS2.42TYP HEADER & SILL DETAILSSCALE: NTSS2.45JAMB STUD DETAILSCALE: NTSS2.43SECTIONSCALE: NTSS2.44SECTIONSCALE: NTSS2.48ROOF DECK ATTACHMENTSCALE: NTSS2.46DETAILSCALE: NTSS2.47DETAILSCALE: NTSS2.49SECTIONSCALE: NTSS2.410CLIP ATTACHMENT SCHEDULE