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3710 W 1 St 17-3153 Plans new construction
GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. - B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. r C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND"TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND: BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. MECH. RTU's LOCATED ON THE ROOF WILL` NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS PLAN NOTES: k O6" DIA. CONCRETE FILLED PIPE BOLLARD..4'-0" TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT, _ IF NECESSARY. SEE 6/A404. O2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.— PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA:; O PREFABRICATED AND PREFINISHED METAL GUTTER— SEE PEMB MFR. O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. 0 DOUBLE BASIN SINK WITH DISPOSAL. SEA PLUMBING AND ELECTRICAL PLANS O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. ® WATER DISPENSER, PROVIDED BY OWNER Og HI —LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS 10 JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXI%E HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 4'x8'x4" PLYWOOD FIRE —TREATED PHONES BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL. COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 13 UPPER AND LOWER CABINETRY. ARCHITECT` DESIGNER TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION. MILLWORK MANUFACTURE MUST FIELD VERIFY 14 PRE—ENGINEERED AND PRE —FINISHED METAL CANOPY. 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS i 6 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER — EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL AS -REQUIRED 23 CFIELD HAINS CA PER RE P NING WS STEEL' CHANNELS ON EACH SIDE AND STEEL SAFETY 24 AAIIRECCOOMPTRIPRRESSORDRAWCONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND GS 25 WORK BENCH, BY OWNER 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIER'S WINDOW w/ SLIDING WINDOW 30 HVLS FAN, LOCATION PER OWNER, SEE ELECTRICAL DRAWINGS 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 32 PAINTED GALVANIZED ROOF ACCESS LADDER — SEE STRUCTURAL DRAWINGS 33 TILT —UP CONCRETE REVEAL — 02"x4". SEE DETAIL 5/A404 34 TILT —UP CONCRETE VERTICAL REVEAL - 2Y"x4". SEE DETAIL 12/A404 ARCHITECTURAL SITE PLAN Z 0 SCALE: 1/16"=1'-0" 32 MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS & STORA BUILDING 3M WEST 1ST STREET, SANF RD F OWA iffUld Scope DrawtiM These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawling Title: ARCHITECTURAL SITE PLAN Revlalons: Issue Date Drawn By Checked By 10/16/11 DLC CMS A100____J1 Project Number: 17002 3/4" I.D. GALV. PIPE SLEEVES 2" GALV. CHAINLINK PIPE 7 1 /! TI j2" DIA. GALV. BAR STOPS HINGE DETAIL __=====EW A101 0 SCALE: 1 1/2'=1'-0" 1 ,gk T.O. TILT PANEL ELEV. +8'-0" B.O. WALL ELEV. +0'-0" OIL T.O. TILT PANEL ELEV. +8'-0" OL B.O. WALL ELEV. +0'-0" 1/2" I.D. GALV. PIPE SLEEVES INSTALL SUPPORT WHEELS AT GATE ENDS AS REQUIRED r6- LATCH DETAIL �01 0 SCALE. 1 1/2"-1'-0" 1 F---�—L—---------------------T— —�-- L— — — — — — — — — — — — — — — — — — — — — — — — — — —1— — — — — — J r L ENCLOSURE ELEVATION 0 SCALE: 3/8'=1'-O" 6 ENCLOSURE ELEVATION 0 SCALE:3/8"=1'-O" 6 GALV. lops ). GALV. SLEEVES MBEDED IN CONC. T.O. TILT PANEL ELEV. +8'-0" gk B.O. WALL ELEV. +0'-0" CHAIN LINK GATE W/ PRIVACY SLATS Sri• "I 2i •'I DUMPSTER ENCLOSURE WALL SECTION 0 SCALE: 1/2"=1'-O" 4 T— — — — — — — — — — — — -T — —1 —�— — L------L-------------1-------J ENCLOSURE ELEVATION 0 SCALE: 3/8"=1'-0" 2 A101 6 TUBULAR STEEL GATES ON ROLLERS, 11H PRIVACY SLATS i 3 MIR. A1o1 NOTE: THIS DETAIL REPRESENTS THE GENERAL CONCEPT ONLY, ACTUAL DIMENSIONS SHOWN ON SITE DIMENSION PLAN, AND GRADES SHOWN ON GRADING PLAN SHALL BE FOLLOWED. 4 A101 DUMPSTER ENCLOSURE PLAN z 0 SCALE: 1/4"=1'-0" 6 0 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN` OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT .FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. MECH. RTU's LOCATED ON THE ROOF WILL` NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS PLAN NOTES: L O6" DIA. CONCRETE FILLED PIPE BOUARD_4'-0" TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT,.IF NECESSARY. SEE 6/A404. O2 NEW COLUMN MOUNTED OR WALL MOUNTED ARE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL. NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. 0 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.- PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA; li4 PREFABRICATED AND PREFINISHED METAL GUTTER- SEE PEMB MFR. O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. © DOUBLE BASIN SINK WITH DISPOSAL. SEE PLUMBING AND ELECTRICAL PLANS O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. r O8 WATER DISPENSER, PROVIDED BY OWNER 0 HI -LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS 10 JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 11 48'A* PLYWOOD FIRE -TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL. COVER ALL WALLS. SEE°:ELECTRICAL DRAWINGS. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 13 UPPER AND LOWER CABINETRY. ARCHITEG 1 DESIGNER TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION. MILLWORK MANUFACTUREERR MUST FIELD VERIFY 14 PRE-ENGINEERED AND PRE -FINISHED METAL CANOPY. 15 FURNITURE BY OWNER; CONTRACTOR TO 'COORDINATE POWER AND DATA LOCATIONS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER - EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ.:WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 21 TIRE BALANCE MACHINE, PROVIDE ELECTI�CAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL AS YREQUIRED 23 FIELD CHAINS CA OSHA REQUIRING W/ STEEL: CHANNELS ON EACH SIDE AND STEEL SAFETY 24 TS AIR COMPRESSOR CONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND ELECTRICAL DRAWINGS 25 WORK BENCH, BY OWNER 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIER'S WINDOW w/ SLIDING WINDOW 30 HVLS FAN, LOCATION PER OWNER, SEE FILECTRICAL DRAWINGS 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 32 PAINTED GALVANIZED ROOF ACCESS LADDER - SEE STRUCTURAL DRAWINGS 33 TILT -UP CONCRETE REVEAL - Wxh'. SEE DETAIL 5/A404 34 TILT -UP CONCRETE VERTICAL REVEAL - 2Y"xN4". SEE DETAIL 12/A404 r PAINT SCHEDULE: NOTES: 1. PAINT ALL TILT CONCRETE PANELS 'XP1' UNLESS OTHERWISE NOTED. 2. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 3. PAINT ALL EXTERIOR BOLLARDS YELLOW. 4. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL. 5. PAINT FIRE RISERS RED. 6. PAINT ALL HOLLOW METAL DOORS AND FRAMES XP1 INSIDE AND OUTSIDE. 7. PROVIDE A MOCK-UP OF THE PROPOSED COLOR SCHEME ON ONE FULL TILT PANEL FOR OWNER REVIEW PRIOR TO'Y ORDERING ADDITIONAL PAINT. 8. ALL CANOPIES TO BE . COLOR, TO BE CONFIRMED WITH OWNER XP1 FIELD COLOR - COARSE TEXTURED SHERWIN WILLIAMS - TO BE DETERMINED ACCENT COLOR - COARSE TEXTURED r SHERWIN WILLIAMS - TO BE DETERMINED ACCENT COLOR - COARSE TEXTURED SHERWIN WILLIAMS - TO BE DETERMINED INDICATES AREAS OF XP1 INDICATES AREAS OF XP3 INDICATES AREAS OF XP2 o.wc MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project SKY POWER SPORTS OP & STORA BUILDING SANFORD FLORIDA Scope Drawing These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. a.ft nun DUMPSTER ENCLOSURE DETAILS Revisions: Issue Date Drawn By Checked By 10/10/17 DLC CO Drawing Numbw. A101 Project Number 17002 ° I I I 0n I I 0 a A° ' I I I I I ................... I I III L---------------------------------� I II 0 I I DISPLAY II 208 I (TOTAL TRAVEL DISTANCE II III I 141'-1"----T MON ---� - I I j CON PATH OF TRAIEL = 46'-11" 2 1 I a 1 ACCOUNTING 1 " TOTAL TRAVEL DISTANCE =--_9----------------, L------- - I PARTS 109 1 COMMON PATH OF TRAVEL = 83'-4" I 107 „B„ l � I 12 OCCUPANTSI � I ' EXTERIOR r------ --------- - I I FEF I HALLWAY 111 STORAGE � � i _ _ _I 116 2 �� I 1 I II I I ® III I I 1101 ----------------� „A_2" USE I PIS -lot Its -ill 12 OCCUPANTS 11 OCCUPANTS 14 OCCUPANTS 1 I I ; --- ; I BREAK ROOM I - 1os -- 1 - - - - - - ----------� I 1 SHOP L- 1 103 \ i I---1 _ y �'' RESTROOM I 203 1z MENS L____------------J I RESTRO 1 F105 _ 26 (D ' I WOMENS I RESTROOM I 2 22 D 2 SE J MAN ICE 7W GER L - - - - l ° TOTAL TRAVEL DISTANCE = 135-2" ♦--------COMMON PATH OF TRAVEL 68'-6" ------ 1 L SERVICE WRITERS 2-------- --I 101 0 I I I ®1 III I I B ° - ° 1 A, GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. 1 D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND I I" GYPSUM BOARD). I o I G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. 1-c:t H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. 10111 I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO W. REVIEW. I= K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT 1CL THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILTfIES ACT AND MEZZANINE 4� IZ FLORIDA BUILDING CODE. I IF-30-11 L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES I AS SHOWN. ItS- t) M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED 2 OCCUPANTS 1 SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE 1 NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE 1 WITH OWNER. 1 Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT 1 BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS --_J PER 2014 FBC 505.2.1 "THE AGGREGATE AREA OF A MEZZANINE SHALL NOT BE GREATER THAN 1/3 OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE LOCATED." 7,519 S.F./3 = 2,506 S.F. MAXIMUM 915 S.F. PROVIDED MEZZANINE LIFE SAFETY PLAN zQ I I I I - 0 0 TOWER `34" 207 I 2 2 I I ° I � � I I I ° I ` I INDIAN MOTORCYCLE AREA a ° I I 201A I I I I p � Q I D I i I I - -------------- ----------------------- - I I I i 515 OCCUPANTS ♦--------- -------TOTAL TRAVEL DISTANCE _= --4" - - - -----------® �♦ • COMM N PATH OF TRAVEL = 0'-0" 0 SALES/ SHOWROOM F2071 ° I I I I I v a D 94'-10' QUI MANAGER OFFICE OFFICE 206 LIFE SAFETY PLAN z MEANS OF EGRESS (PER 5TH ED. 2014 FLORIDA BUILDING CODE) 0 SCALE: 3/32"=1'-0" 24 MERCANTILE ( GROUP 'M' OCCUPANCY) MAXIMUM ALLOWABLE TRAVEL DISTANCE = 250 FT. (FULLY SPRINKLERED) MAXIMUM PROVIDED TRAVEL DISTANCE = 90'-4" PLUMBING FIXTURES (PER 5TH ED. 2014 FLORIDA PLUMBING CODE) REQUIRED FIXTURES - BUSINESS 12 OCCUPANTS (PER 5TH ED. 2014 FLORIDA BUILDING CODE) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 25 FOR FIRST 50/ 1 PER 40 FOR FIRST 80/ 1 SERVICE 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 1 PER 100 SINK 12 PEOPLE = 0.48 FIXTURES 12 PEOPLE = 0.3 FIXTURES 0.24 MIN. 0.24 MIN. 1 0.15 MIN. 0.15 MIN. 0.12 MIN. REQUIRED FIXTURES - ASSEMBLY "A-2" 12 OCC. (PER 5TH ED. 2014 FLORIDA BUILDING CODE) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 75 13 PEOPLE _ .16 FIXTURES 1 PER 200 13 PEOPLE _ .06 FIXTURES 1 PER 500 1 SERVICE SINK .08 MIN. .08 MIN. 0.03 MIN. 0.03 MIN. 0.02 MIN. REQUIRED FIXTURES - MERCANTILE "M" 515 OCC. (PER 5TH ED. 2014 FLORIDA BUILDING CODE) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE MALE FEMALE 1 PER 500 515 PEOPLE = 1.03 FIXTURES 1 PER 750 515 PEOPLE = 0.68 FIXTURES 1 PER 1000 1 SERVICE SINK .52 MIN. T .52 MIN. .34 MIN. .34 MIN. 0.51 MIN, REQUIRED FIXTURES - STORAGE "S-1" 25 OCC. (PER 5TH ED. 2014 FLORIDA BUILDING CODE) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 1 PER 100 25 PEOPLE _ .25 FIXTURES 1 PER 100 25 PEOPLE _ .25 FIXTURES 1 PER 1000 1 SERVICE SINK .13 MIN. .13 MIN. .13 MIN. .13 MIN. 0.03 MIN. I TOTAL REQUIRED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 0.97 MIN 1 0.97 MIN. 0.65MIN. 1 0.65 MIN. 0.68 MIN. 1 SERVICE SINK I TOTAL PROVIDED FIXTURES: WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE 2 2 2 2 1 RVICE 2 URINALS SINK MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' COMMON PATH OF TRAVEL NOT TO EXCEED = 100' MAXIMUM PROVIDED COMMON PATH OF TRAVEL = N/A EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 515 = 103 IN. REQUIRED (238 IN. PROVIDED) EXITS REQUIRED: 3 EXITS PROVIDED: 4 MINIMUM ALLOWABLE CORRIDOR WIDTH = 44 IN. PER CHAPTER 1018.2 2014 FBC MINIMUM ALLOWABLE STAIR WIDTH = N/A 44 IN. PER CHAPTER 1005.3.1 2014 FBC OCCUPANT LOAD (PER 5TH ED. 2014 FLORIDA BUILDING CODE) "S-1", STORAGE PER 5TH ED. 2014 FBC; NON SEPARATED OCCUPANCIES PER 2014 FBC 508.3.3 & 2012 NFPA 101 6.1.14.3.2 STORAGE f GROUP "S-1" OCCUPANCY 6,250 S.F. + 923 S.F. (MEZZANINE) =7,173 S.F. (STORAGE USE AT 1 PER 500 S.F.)= 14 OCC. 5,500 S.F. EXTERIOR STORAGE (STORAGE USE AT 1 PER 500 S.F.)= 11 OCCUPANTS MEANS OF EGRESS (PER 5TH ED. 2014 FLORIDA BUILDING CODE) STORAGE ( GROUP 'S-1' OCCUPANCY) MAXIMUM ALLOWABLE TRAVEL DISTANCE = 250 FT. (FULLY SPRINKLERED) MAXIMUM PROVIDED TRAVEL DISTANCE = 241'-3" MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' COMMON PATH OF TRAVEL NOT TO EXCEED = 100' MAXIMUM PROVIDED COMMON PATH OF TRAVEL = 83'-4" MINIMUM CLEAR OPENING OF EXIT DOORS. FIRST FLOOR EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 25 = 5 IN. REQUIRED (102 IN. PROVIDED) EXITS REQUIRED: 1 EXITS PROVIDED: 2 MINIMUM ALLOWABLE CORRIDOR WIDTH = 44 IN. PER CHAPTER 1018.2 2014 FBC MINIMUM ALLOWABLE STAIR WIDTH = N/A 44 IN. PER CHAPTER 1005.3.1 2014 FBC 1009.10 VERTICAL RISE ALTERNATING VERTICAL TREAD DEVICES USED AS A MEANS OF EGRESS SHALL NOT HAVE A RISE GREATER THAN 20'-0" BETWEEN FLOOR LEVELS/ LANDINGS ---TOTAL TRAVEL DISTANCE--,, (COMMON PATH OF TRAVEL) ' D pa D I a I 1:1111 0 CODE COMPLIANCE BUILDING DATA TOTAL CALCULATED OCCUPANT LOAD FOR "B", "A-2", "M" AND "S-1 " = 564 CONSTRUCTION TYPE: II-B, UNPROTECTED, FULLY SPRINKLERED PER 5TH ED. 2014 FBC CONSTRUCTION TYPE: II(000), UNPROTECTED, FULLY SPRINKLERED PER 2012 NFPA 101 NUMBER OF FLOORS = 1 TOTAL GROSS BUILDING AREA = 26,529 SQ. FT. TOTAL EXTERIOR STORAGE = 5,500 SQ. FT. MAXIMUM ALLOWABLE AREA: UNLIMITED FOR 1 STORY BLDG. FULLY SPRINKLERED MAXIMUM BUILDING HEIGHT = 75' MAXIMUM NUMBER OF STORIES ALLOWED = 4 BUILDING HEIGHT PROVIDED = 1 STORY AT 26'-2" MAX. OCCUPANT LOAD (PER 5TH ED. 2014 FLORIDA BUILDING CODE) "B BUSINESS PER 5TH ED. 2014 FBC; NON SEPARATED OCCUPANCIES PER 2014 FBC 508.3.3 2012 NFPA 101 6.1.14.3.2 BUSINESS/ GROUP "B" OCCUPANCY 1,163 S.F. (ASSEMBLY USE AT 1 PER 100 S.F.)= 12 OCCUPANTS BREAK ROOM/CONFERENCE GROUP "A-2" OCCUPANCY USE 182 S.F. (ASSEMBLY USE AT 1 PER 15 S.F.)= 12 OCCUPANTS MEANS OF EGRESS (PER 5TH ED. 2014 FLORIDA BUILDING CODE) BUSINESS ( GROUP 'B' OCCUPANCY) MAXIMUM ALLOWABLE TRAVEL DISTANCE = 300 FT. (FULLY SPRINKLERED) MAXIMUM PROVIDED TRAVEL DISTANCE = 141'-1" MAXIMUM ALLOWABLE DEAD END CORRIDOR LENGTH = 50' COMMON PATH OF TRAVEL NOT TO EXCEED = 100' MAXIMUM PROVIDED COMMON PATH OF TRAVEL = 46'-11" MINIMUM CLEAR OPENING OF EXIT DOORS, FIRST FLOOR EGRESS WIDTH PER PERSON SERVED = .2 IN. .2 INCHES x 24 = 4.8 IN. REQUIRED (102 IN. PROVIDED) EXITS REQUIRED: 1 EXITS PROVIDED: 2 MINIMUM ALLOWABLE CORRIDOR WIDTH = 44 IN. PER CHAPTER 1018.2 2014 FBC MINIMUM ALLOWABLE STAIR WIDTH = N/A 44 IN. PER CHAPTER 1005.3.1 2014 FBC OCCUPANT LOAD (PER 5TH ED. 2014 FLORIDA BUILDING CODE) "M", MERCANTILE PER 5TH ED. 2014 FBC; NON SEPARATED OCCUPANCIES PER 2014 FBC 508.3.3 & 2012 NFPA 101 6.1.14.3.2 MERCANTILE / GROUP "M" OCCUPANCY 18,011 S.F. (MERCANTILE USE AT 1 PER 35 -S.F.)= 515 OCCUPANTS owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS HOP & STORAG BUILDING ano wEsr rOWsrxM, 11 Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LIFE SAFETY PLANS Revieiow laws Date 101101V Drawn By DLC Checked By CM Drawling Number A200----Jl Project Nwhw. 17002 1 2 3 4 5 6 7 8 9 10 11 1 A3o1 2 r ., A2o2\�00 27'-6' 27'-6" 27'-2" 26'-4' 14 30'-0' 30'-0' 28'-0' 30'-0" 14 30'-0" 26'-4• 26'-6�' ----� 1 _ aN — — — — — — — — — — — — — — — — I� 17 01 2 '-4• 13'-401 2 TOWER I i Iwo F207 I r 54-4r 45r 0w 18r- 10-0• I ' I 70- LO CD 108'-10' 3 - `---------------------------- f 25 Ii Ii I C-4 2 ` 0II I 4'-6- � wDISPLAY 1 288 fM 1 I N i'E i 2'-7"N A43 o1 N II o , OSET ;�I I 110 INDIAN o id ----------J PARTS MOTORCYCLE AREA — I I 107 I I I I 021A I I g I I • I I ,0'-11 r I I o t 103B ACCOUNTING N I 109 I _ M I ; I I I I � o owner: MCKEE CONSTRUCTION CO. CO 7 I I N N N r------ --- ----� I W3lu — Project: T i L------ - I 14 GoHALLWAY I I I I N „1 II I �° M I SKY POWER ------ SPORTS M I I BREAK ROOM I Pc 201 0 l g 1 os I I HOP & STORAGE P3 P4 � I I �, •I .� I 4 BUILDING EXTERIOR I r — — _4 1 8 STORAGE 3 r SHOP `--- RESTROOM I SALES/ SHOWROOM o I A3o1 100 166 i I 103 'x'' '`203II 201 J N MEIL ---' oRESTR M J )08M WEST 18T STREET, I I I7o 1 � eoMOM ` A202 2 c milow Scope Dra wkW A4o1 WOMENS I 'r_$. These drawings indicate the RESTROOM 9'-4' I -4 0Ed general scope of the project in i �� C' i O ___;;( 202 io M; terms of architectural design concepI 1 I — I ensions of the FIRE building, the mamor architectural I I i I RISER elements and the type of •,- " o structural, mechanical and 54 -4 17 - I 12 0 > 52 - 12 - 12 - 101 N electrical systems. 3 9 J4 o I SERVICE SE E WRITER t MANAGER F&I 0 17 _ 103n MANA ER 15 101 OFFICE OFFICE I 1 2 j The drawings do not necessarily 44t/Moe O I 10 I III 17 I 205 206 I I indicate or describe all work i m I o o q required for full perfomance and aB —�—CB completion of the requirements of 1 1 the contract. 4'-0" 12'-0` 4'-0' 1 6'-2' '-4' 5'-6" 4'-2' '-8'F S'-0 5'-0' 4' 2' 3'-8" 4'-2' '-6' 4'-0w 8'-4' 17'-8• 18'-0' 6'-0' 4'-0' 4'-0" 6'-0' 20'-0' I9'-10• 10'-4" 9'-10• I 4'- ' 16'-0' 6'-4' '-4' 16'-0' 4'-2�' 3 On the basis of the general scope indicated or described, the trade • I I I • I ,L w I L — t — — — — — ' I I A202 contractors shall furnish all items PMEL PANEL PANEL PANEL PANEL27 -6 27 -6 29 -6 I 30 -0 24 -0 I 30 -0 28 0 30 -0 30 -0 26 -4 26 -s3� I PANEL PAr PANEL PANEL EL PANEL q required for the proper execution 25 -6' I 25'-6" 25' 6" I 25'-6' 25'-6' 25'-6' 25'-6' 14 25'-6• 25'-6' 25'-6• and completion of the work. I I 55'-0' 2551-0' Drawing Title: I I li I I 2 I I I I I A401 I A402 A3o1 f - ----- 0--/- 3 OVERALL 14 8 9 3 1 2 3 4 5 6 7 10 11 FLOOR PLAN GENERAL NOTES: PLAN NOTES: 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP. FINISH SPECIFICATIONS i0 VE R A L L FLOOR PLAN z A ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN 0 ALSO LOCATE 0 ELECTRICAL EQUIPMENT, IF NECESSARY. SEE 6/A404. FLOOR FINISHES WALL FINISHES A2ot OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED O2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" MATERIAL: SEALED CONCRETE 0 SCALE: 3/32"=1'-0" 24 WALL TYPES. BY ARCHITECT. DO NOT SCALE DRAWINGS. MATERIAL: PAINT B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2S ALL FOR EVERY 30 FEET. ALL FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL SC MFG: WITH EPDXY TO BE DETERMINED P1 MFG: COLOR: TO BE DETERMINED OVERHEAD DOOR NOTES: NOTES: C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF TO BE DETERMINED D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. NOTE: STYLE: ALL JOINTS TO BE DETERMINED TO BE SEALED FINISH: TO BE DETERMINED r = = PREFINISHED INSULATED SECTIONAL OVERHEAD DOOR. 10 -0 WIDE x 12 -0 TALL MANUAL 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). LOCATION: FIELD COLOR < OPERATION VERTICAL LIFT WITH NEW RITE-HITE Z-TRACK DOOR PROTECTION. SEE 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.- PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MATERIAL: CARPET MATERIAL: PAINT H4-J4 A501 FOR HEAD AND JAMB DETAILS. / 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND MIDDLE OF THE TRIBUTARY GUTTER AREA CPT1 O MFG: TO BE DETERMINED MFG: TO BE DETERMINED PREFINISHED INSULATED SECTIONAL OVERHEAD DOOR. 12'-0" WIDE x 14'-0" TALL MANUAL FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 GYPSUM BOARD). 4 O PREFABRICATED AND PREFINISHED METAL GUTTER- SEE PEMB MFR. STYLE: TO BE DETERMINED P2 COLOR: TO BE DETERMINED OB OPERATION VERTICAL LIFT WITH NEW RITE -HITS Z-TRACK DOOR PROTECTION. SEE DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL COLOR: TO BE DETERMINED FINISH: EPDXY H4-J4/A501 FOR HEAD AND JAMB DETAILS. THAN THE FOLLOWING: H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. LOCATION: RESTROOMS A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED 1. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT O DOUBLE BASIN SINK WITH DISPOSAL. SEE PLUMBING AND ELECTRICAL PLANS MATERIAL MFG: CERAMIC TILE TO BE DETERMINED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR L/120. CT1 STYLE: TO BE DETERMINED MATERIAL: PAINT GENERAL FINISH NOTES: POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO 7 O ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. COLOR: TO BE DETERMINED P3 MFG: COLOR: TO BE DETERMINED WHITE END. » REVIEW. O8 WATER DISPENSER, PROVIDED BY OWNER XXX INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO B. FASTEN STUD FLANGE TO RUNNER TRACK WITH A TYPE S PAN HEAD SCREWS. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT O9 HI -LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS POLISHED CONCRETE MATERIALMFG: FINISH. LOCATION: TO BE DETERMINED TO BE DETERMINED BE DETERMINED SHOP & SHOWROOM C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE "MOLLY" THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND TO BE DETERMINED INDICATES BASE FINISH TO 0 INDICATES MISCELLANEOUS XX XXX O FASTENED WITH -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR FLORIDA BUILDING CODE. 10 JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS PC STYLE: TO BE DETERMINED MATERIAL PAINT BE DETERMINED FINISH TO BE DETERMINED SCREWS INTO CHANNELS, SPLINES, Or RUNNERS, OR OTHER MEMBERS. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES BEHIND SINK. PROVIDE 30 LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR AnnnnnNAL INFORMATION NOTE ALL JOINTS TO BE SEALED MFG. TO BE DETERMINED » » » A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT DESIGNER FOR REVIEW INCLUDING W1 37b 25 GA. METAL STUDS 0 24 O.C. WITH A GYP. _ AS SHOWN. � P4 COLOR• BLACK / M. N. 0. P. Q. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE &LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURERS STANDARDS 11 12 13 14 15 16 17 18 19 r " 4 x8 C PLYWOOD FIRE -TREATED PHONE BOARD BOT. 0 12 A.F.F. PAINT TO MATCH ADJACNT WALL COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. WATER HEATER LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. UPPER AND LOWER CABINETRY. ARCHITECT/ DESIGNER TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION. MILLWORK MANUFACTURER MUST FIELD VERIFY PRE-ENGINEERED AND PRE -FINISHED METAL CANOPY. FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. HOSE BIBB LOCATION. SEE PLUMBING PLANS FIRE RISER - EXACT LOCATION TBD 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED BASE FINISHES MATERIAL: MFG: CB1 COLOR: STYLE: SIZE: MATERIAL: MFG: V81 COLOR: STYLE: SIZE: MATERIAL: MFG: � CERAMIC TILE BASE TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED VINYL BASE TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED 4" WOOD BASE TO BE DETERMINED FINISH: LOCATION: MATERIAL: MFG: WT1 COLOR: FINISH: LOCATION: MILLWORK MATERIAL: PL-1 MFG: 0 COLOR: TO BE DETERMINED SHOWROOM 15'-0" + UP (UNDERSIDE OF ROOF +WALLS) WALL CERAMIC TILE TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED RESTROOMS TO 4 -0» A.F.F. PLASTIC LAMINATE TO BE DETERMINED TO BE DETERMINED B. C. D. E. F. G. H. INSTALLATION JOINT AND SEAM LAY -OUTS. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES WHEN APPLICABLE SHALL BE SUBMITTED FOR REVIEW. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. — W2 — W3 W4 — W5 — BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BAIT INSUL T 6 16 GAUGE METAL STUDS 0 24 � O.C. WITH GYP. BOARD EACH SIDE, ORANGE PEEL FINISH &ONE LAYER SOUND BAIT INSUL 1%" 25 GA. METAL STUDS 0 24" O.C. W/ ONE SIDE " GYPSUM BOARD ONLY ORANGE PEEL FINISH & ONE LAYER '� R11 BATT INSULATION IN EACH STUD CAVITY. PROVIDE }�" AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT WALL. SEE 6/A402. - 6" 16 GA. METAL STUDS 0 16" O.C. WITH %" GYP. BOARD EACH SIDE, ORANGE PEEL FINISH &ONE LAYER SOUND BAIT � INSUL EXTEND WALL TO ROOF STRUCTURE. SEE 5/A402. 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIERS WINDOW w/ SLIDING WINDOW 6" 16 GA. METAL STUDS 0 16" O.C. WITH %" GYP. BOARD EACH SIDE ORANGE PEEL FINISH &ONE LAYER SOUND BAIT =~ law Date Drawn By Checked By 10/m/17 DLC CMS 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; COLOR: TO BE DETERMINED ' LOCATION PER OWNER, SEE ELECTRICAL DRAWINGS PROVIDE ELECTRICAL AS REQUIRED LOCATION: COUNTER TOPS I. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED INSUL EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. Drawing Number 30 ROOFTOP FAN, STYLE: TO BE DETERMINED PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. 3%" 16 GA. METAL STUDS 0 24" O.C. WITH W ONE 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED SIZE: 5 Y" MATERIAL: PLASTIC LAMINATE _ / PROVIDE ELECTRICAL AS REQUIRED NOTE: 4 HIGH PLLYWOOD TO MFG: TO BE DETERMINED J. PAINT ALL WALL SURFACES WITH A MINIMUM OF TWO 2 COATS OF QUALITY GRADE PAINT W6 " 22 PARTS WASHER, " () � — SIDE � GYPSUM BOARD ONLY, ORANGE PEEL FINISH. 32 PAINTED GALVANIZED ROOF ACCESS LADDER - SEE STRUCTURAL DRAWINGS BE INSTALLED BEHIND DRYWALL PL-2 COLOR: TO BE DETERMINED INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. EXTEND WALL TO ROOF STRUCTURE. A201 „ 23 FIELD LOCATE 5'-0" OPENING W/ STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY K. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 = » _ 33 TILT -UP CONCRETE REVEAL - 3 x .SEE DETAIL 5/A404 CHAINS PER OSHA REQUIREMENTS LOCATION: CABINETS 16 GA. METAL STUDS 0 24 O.C. WITH GYP. EDITION & FLORIDA FIRE PREVENTION CODE 5TH EDITION = 34 TILT -UP CONCRETE VER11CAL REVEAL - 2Y"x4 SEE DETAIL 12/A404 24 AIR C COMPRESSOR CONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND ELEICAL 25 GS WORK BENCH, BY OWNER 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER L ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO W7 SOUND BATT INSUL. EXTEND WALL 3'-6" ABOVE `r (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT MEZZANINE AS APPLICABLE Project Number: COLOR TO BE CONFIRMED WITH OWNER/TENANT. NEW DOOR AND FRAME. REFER TO b00R SCHEDULE. M. VERIFY WITH OWNER FOR THE INSTALLATION OF BLINDS IN OFFICE AREA O F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. 17002 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------� I I I I I I I I I I I I I I I I I I I I I I ----------� ----------, I I I I I I I I I I I I I I I I I I I I I I I I I I 121 I DISPLAY Wl 2 078 20 25 PC IT i I Pt I I I 2osA � I 20 sc 11 CLOSET O 110 P1 V61 _ Nv 110A 31 11oe W7 PARTS cPT1 1 77 P1 V81 20 W7 ACCODU9NTING F18 SERVICE ' MANAGER Pc 102 P1 I 1o2A SHOP 103 SC P3 VB1 6' 4 sIM' I Moe Moe I F1 .i 0 FE 0 PC I I E . '-0" E . 16'-11" I o HALLWAY P3 @BI 28 111A 111 I 1 � 106A I BREAK ROOM 106 I I I I� I MENS MENS I 105�► ; ; ° / RESTROOM\ 203 I I I i i I I 20 2 WOMENS RESTROOM 202 I� 1 25 25 I I awl ME 11111 I i - - - - - 43 — - - - - - - • F. 15 PC 15 15 W4 1 " SERVICE WRITERS 1 II 101 M02 I I " 9'-4" I 9'-4" 9'-4- I WALL TYPES: NOTES: 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH %" TYPE S PAN HEAD SCREWS. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS. FINISH SPECIFICATIONS GENERAL NOTES: MATERIAL: SEALED CONCRETE MATERIAL. PAINT A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN SC MFG: WITH EPDXY TO BE DETERMINED MFG: TO BE DETERMINED OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. P1 COLOR: TO BE DETERMINED STYLE: TO BE DETERMINED FINISH: TO BE DETERMINED B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. NOTE: ALL JOINTS TO BE SEALED LOCATION: FIELD COLOR C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE MATERIAL' CARPET MATERIAL: PAINT DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). CPT1 MFG: STYLE: TO BE DETERMINED TO BE DETERMINED MFG: P2 COLOR: TO BE DETERMINED TO BE DETERMINED E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. COLOR: TO BE DETERMINED F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND FINISH: EPDXY GYPSUM BOARD). MATERIAL: CERAMIC TILE LOCATION: RESTROOMS G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL CT1 MFG: TO BE DETERMINED MATERIAL: PAINT H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL STYLE: TO BE DETERMINED MFG: TO BF DFTFRMINFD I. ALL STEEL STUDS ARE TO BE BRACED "ACCORDING TO MANUFACTURER'S LIMITING HFIGHT — .,. , SOUND BATT INSUL. �. PC Mrs: uuwwux K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT W2 6 16 GAUGE METAL STUDS ®24 O.C. WITH GYP. STYLE: LIQUID FLOOR SEALER/HARDENER NOTE: ALL JOINTS TO BE SEALED MATERIAL: MFG: PAINT TO BE DETERMINED THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND — BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER 8 COLOR: BLACK FLORIDA BUILDING CODE. SOUND BATT INSUL. BASE FINISHES FINISH: TO BE DETERMINED L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES 1%" 25 GA. METAL STUDS ® 24" O.C. W/ ONE SIDE %" GYPSUM BOARD ONLY, ORANGE PEEL FINISH &ONE LAY " wER MATERIAL: CERAMIC TILE BASE LOCATION: SHOWROOM 15'-0" + UP M. AS SHOWN. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. W3 — R11 BAIT INSULATION IN EACH STUD CAVITY. PROVIDE " MFG: TO BE DETERMINED (UNDERSIDE OF ROOF + WALLS) N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT ' "' r:.::; CB1 COLOR: STYLE; TO BE DETERMINED TO BE DETERMINED MATERIAL WALL CERAMIC TILE SPACE AS NECESSARY. WALL SEE 6/A402. SIZE: TO BE DETERMINED MFG: TO BE DETERMINED 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE W4 6" 16 GA. METAL STUDS ® 16" O.C. WITH %" GYP. BOARD WT1 COLOR: TO BE DETERMINED P. NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. PROVIDE — EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT MATERIAL: BASE FINISH: TO BE DETERMINED SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE INSUL EXTEND WALL TO ROOF STRUCTURE. SEE 5/A402. VB1 MFG: COLOR: TO B TO BE DETERMINED TO BE DETERMINED LOCATION: RESTROOMS TO 4'-0" A.F.F. Q. WITH OWNS MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT W5 — 6" 16 GA. METAL STUDS ® 16" O.C. WITH %" GYP. BOARD " STYLE: TO BE DETERMINED MILLWORK BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT SIZE: 4" INSUL EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. MATERIAL: PLASTIC LAMINATE W6 3r�" 16 GA. METAL STUDS ®24" O.C. WITH W/ ONE SIDE GYPSUM BOARD ONLY, " ORANGE PEEL FINISH. �� @ MATERIAL: MFG: WOOD BASE TO BE DETERMINED PL-1 0 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED p L A N NOTE s �' EXTEND WALL TO ROOF STRUCTURE. COLOR: TO BE DETERMINED LOCATION: COUNTER TOPS 3%" 16 GA. METAL STUDS @ 24" O.C. WITH %" GYP. STYLE: TO BE DETERMINED OO 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT, W7 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SIZE: 5 y," MATERIAL PLASTIC LAMINATE IF NECESSARY. SEE 6/A404. — • SOUND GATT INSUL. EXTEND WALL 3 -6 ABOVE NOTE: 4 HIGH PLLYWOOD TO PL-2 MFG: TO BE DETERMINED O2 • NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54 MEZZANINE AS APPLICABLE BE INSTALLED BEHIND DRYWALL COLOR: TO BE DETERMINED A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF LOCATION: CABINETS FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE THE TOP OF 1O NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. F(X) = FRAME TYPE. SEE SHEET A501 OR FRAME ELEVATIONS. Mot 10'-6" 4 FIRE RISE 2 99 THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.- PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA, RF PMEL A404 O4 P r_ABRICATED AND PREFINISHED METAL GUTTER- SEE PEMB MFR. O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. O6 DOUBLE BASIN SINK WITH DISPOSAL SEE PLUMBING AND ELECTRICAL PLANS TOWER I O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. 2071 sc ; GENERAL FINISH NOTES: 0 WATER DISPENSER, PROVIDED BY OWNER XXX INDICATES FLOOR FINISH INDICATES WALL FINISH TO XX HI -LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS o 0• TO BE DETERMINED BE DETERMINED 10 JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS 8'-6" Li XX INDICATES BASE FINISH TO INDICATES MISCELLANEOUS XXX BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. BE DETERMINED FINISH TO BE DETERMINED 11 4'x8'x3'" PLYWOOD FIRE -TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING ADJACENT WALL COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. N INSTALLATION JOINT AND SEAM LAY -OUTS. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. . N B. C. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER 13 UPPER AND LOWER CABINETRY. ARCHITECT/ DESIGNER TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION. MILLWORK MANUFACTURER MUST FIELD VERIFY 7,-�," D. CABINETS) TO MATCH ADJACENT SURFACE. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. G PRE-ENGINEERED AND PRE -FINISHED METAL CANOPY. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. F. UNIFORM TRANSITION. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS ENLARGED TOWER PLAN G. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS 18 FIRE RISER - EXACT LOCATION TBD Z STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. 19 2 POST FIXED CAR LIFT, CONFIRM REQ; WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED o SCALE: 3/16"=1'-O" 12 H. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH 20 MOTORCYCLE LIFT, CONFIRM REQ. WITHOWNER; PROVIDE ELECTRICAL AS REQUIRED EXISTING. 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 1. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED 4 _ PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED 18 J. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, 23 FIELD LOCATE 5'-0" OPENING W/ STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. CHAINS PER OSHA REQUIREMENTS N • K. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 24 AIR COMPRESSOR CONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. ELECTRICAL DRAWINGS W6 O L. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO 25 O WORK BENCH, BY OWNER 17 (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO BE CONFIRMED WITH OWNER/TENANT 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 WALLS TO ALIGN WITH M. VERIFY WITH OWNER FOR THE INSTALLATION OF BLINDS IN OFFICE AREA. 27 EYEWASH/ SHOWER STATION STOREFRONT OPENINGS 28 SERVICE COUNTER ENLARGED 29 CASHIER'S WINDOW w/ SLIDING WINDOW rT� F IRE RISER PLAN 3D RE HVLS FAN TO BE INSTALLED BY OWNER, PR�DMWIN�GS� A A202 Z 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL 0 SCALE: 3/16"=1'-0" 12 32 PAINTED GALVANIZED ROOF ACCESS LADDER - SEE STRUCTURAL DRAWINGS 33 TILT -UP CONCRETE REVEAL - 3k"xX4". SEE DETAIL 5/A404 ®4 TILT -UP CONCRETE VERTICAL REVEAL = 2Y"xY4". SEE DETAIL 12/A404 I I I SALES/ SHOWROOM 4'-2" 5'-s" 5'-s• 4'-2• 2'- 201 PC 7 F14 F14 �I I — , P3 P4 ® M02 ,,, W7 ---- -o--- W7 N N 52'— " 12'— " 12'— " N F15 MANAGER 3 F&I o F15 N OFFICE A402 OFFICE N m 20-5 206 15 CPT1 YY7 CPT1 I 3II P1 � 3�I 3�I P1 � 3�I ENLARGED FLOOR PLAN ZQ o �>ne.1-a 12 KEY PLAN o.n.r: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26MI097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP & STORAG 9 BUILDING ,Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Tft ENLARGED FLOOR PLANS Rerlelons: 1&OWNER REVISIONS 12/11/17 h>iws Date A/1V1J OLC qNh Drawn By Checked By 10/1d/17 DLC CMS..0000 A202 Project Number SCALE: N.T.S. 17002 I I I B.O.OL ACT TILE 06 B.O. ACT TILE 0411 SEE RCP SEE RCP I t06A I SC � I P1 VB1 V-1` 6" 25 GA. STUD I LAM I 16'-11' PL-2 27 BREAK ROOM W4 P.--------------- io 9 i 30"X48' i I CLEAR AREA I ° e WOOD BLOCKING P.LAM. (ADJUSTABLE ° (AS REQUIRED) SHELF) 66 A403 ' ---� ---- -0P I 0 1 P.LAM. L----J6 1'-7' I 6A I��Fz- — ) A403 ; T3 I T2 -C 60'X60" CLEAR AREA �\ 16'-W4' 12 i i qhA 1 --- ---------/ , We W7 ` M03 2 MENS'---- RESTROOM T4 105 Ir------ ------- — SC i 30"X48" CLEAR AREA o 1o5A � P2 VB1 � T5 T6 ° i �I I r—� I 1 MIR. T3 I I i T2 ; A403 \ i � \ \IxT1 CL6EOAR°\� T��/ 3 MIR. SIM. \\\ -- X ---r \y�O CLEAR AREA i I ° \ T4 T5 I'�gWT1 2 O p2 C81 MENS \ RESTROOM 2 33 :DT8 i i q'o i I i io o 151------ T6 ,7T5- WOMENS° RESTROOM 202 3 SIM. T7 T3 4 A403 i M 1 IM. ° ' 0"X4 38" T5 i�\\ ° o LEAK AREA I \ I ,^ • I V - - - - - -- - - - - - � I I 60'X60" `.\i ^ �> `\ TAREA 1 CLEAR ' T7 T2 I I T3 ENLARGED FLOOR PLAN z 0 SCALE: 3/8"=1'-0" 6 6" 25 GA. STUD WOOD BLOCKING (AS REQUIRED) ACCESSORY SCHEDULE NO. ITEM MANUF. CATALOG # MOUNTING HT. T1 GRAB BAR - 36" STAINLESS STEEL BOBRICK B-6806 34" A.F.F. T2 GRAB BAR BOBRICK B-6806 34" A.F.F. 42" STAINLESS STEEL T3 SURFACE MOUNTED MULTI -ROLL BOBRICK B-2888 TOP AT 28" A.F.F. TOILET TISSUE DISPENSER T4 MIRRORWITH STAINLESS BOBRICK B-165-1830 BOT. ® 6" ABOVE SINK FRAME T5 SURFACE MOUNTED PAPER BOBRICK B-3699 TOP AT 51 1/2" A.F.F. TOWEL & WASTE RECEPTACLE T6 LAVATORY -MOUNTED SOAP BOBRICK 8-822 MOUNTED AT LAVATORY DISPENSER LEVEL +34" A.F.F. SURFACE -MOUNTED SANITARY BOBRICK B-270 TOP AT 30" A.F.F. NAPKIN DISPOSAL MIRROR WITH STAINLESS SIZE VARIES PER T8 FRAME LOCATION BOT. 0 6" ABOVE SINK SOUND INSULATION SOUND INSULATION W4 PL-2 BATT IF REQUIRED. BATT IF REQUIRED. — I P.LAM. SEE WALL TYPES SEE WALL TYPES P.LAM. PL-2 o NEW %" GYPSUM o NEW %" GYPSUM N 2'- WALL BOARD N 2'- WALL BOARD 2'-0' i� 2'-0' STAINLESS PL-1 DOUBLE BOWI (SEE PLUMBING DRA PL-1 P.LAM. P.LAM. t PL-2 P.LAM. P.LA 8 WOOD BLOCKING (DOOR W/ WOOD BLOCKING (DO (AS REQUIRED) CONCEALED (AS REQUIRED) CON HINGES) ° ° HIN( ° P.LAM. i P.LAM. (ADJUSTABLE SHELF) ° i P.LAM. (ADJUSTABLE SHELF) ° (DOOR W/ `r _____________ i CONCEALED HINGES) 203A i ° P.LAM. ° ° P.LAM. ° 1% \- WOOD BLOCKING MILLWORK SECTION 0 SCALE: 1 "=1'-0" 2 1� WOOD BLOCKING MILLWORK SECTION. MMMI 0 SCALE. 1 "-1'-0" 2 FINISH SPECIFICATIONS FLOOR FINISHES WALL FINISHES MATERIAL: SEALED CONCRETE MATERIAL: PAINT SC MFG: WITH EPDXY TO BE DETERMINED P1 MFG: COLOR: TO BE DETERMINED TO BE DETERMINED STYLE: TO BE DETERMINED FINISH: TO BE DETERMINED NOTE: ALL JOINTS TO BE SEALED LOCATION: FIELD COLOR MATERIAL: CARPET MATERIAL: PAINT TO BE DETERMINED MFG: TO BE DETERMINED EDMFG: STYLE: TO BE DETERMINED P2 COLOR: TO BE DETERMINED COLOR: TO BE DETERMINED FINISH: EPDXY MATERIAL CERAMIC TILE LOCATION: RESTROOMS CT1 MFG: TO BE DETERMINED MATERIAL: PAINT Q!�) STYLE: TO BE DETERMINED MFG: TO BE DETERMINED COLOR: TO BE DETERMINED P3 COLOR: WHITE FINISH: TO BE DETERMINED MATERIALS POLISHED CONCRETE LOCATION: SHOP & SHOWROOM MFG: TO BE DETERMINED PC STYLE: TO BE DETERMINED MATERIAL: PAINT NOTE: ALL JOINTS TO BE SEALED MFG: TO BE DETERMINED P4 COLOR: BLACK BASE FINISHES FINISH: TO BE DETERMINED MATERIAL: CERAMIC TILE BASE LOCATION: SHOWROOM 15'-0" + UP MFG: TO BE DETERMINED (UNDERSIDE OF ROOF + WALLS) 0 COLOR: TO BE DETERMINED STYLE: TO BE DETERMINED MATERIAL: WALL CERAMIC 11LE SIZE: TO BE DETERMINED MFG: TO BE DETERMINED WT1 COLOR: TO BE DETERMINED MATERIAL: VINYL BASE FINISH: TO BE DETERMINED MFG: V81 COLOR: TO BE DETERMINED TO BE DETERMINED LOCATION: RESTROOMS TO 4'-0" A.F.F. MICROWAVE; STYLE: TO BE DETERMINED MILLWORK PROVIDED BY SIZE: 4 OWNER MATERIAL: PLASTIC LAMINATE MATERIAL: WOOD BASE PL-1 MFG: TO BE DETERMINED MFG: TO BE DETERMINED COLOR: TO BE DETERMINED COLOR: TO BE DETERMINED LOCATION: COUNTER TOPS STYLE: TO BE DETERMINED SIZE: 5 Y" MATERIAL: PLASTIC LAMINATE NOTE: 4" HIGH PLLYWOOD TO PL-2 MFG: TO BE DETERMINED BE INSTALLED BEHIND DRYWALL COLOR: TO BE DETERMINED LOCATION: CABINETS DOORS AND FRAMES CAN BE SEMI -GLOSS FINISH USING PAINT TO MATCH FIELD COLOR (P1) ALL SHOP WALLS TO BE PAINTED (P3), UNLESS OTHERWISE NOTED TOILET PARTITIONS TO BE SOLID PLASTIC, COLOR TO BE DETERMINED BY OWNER BREAK ROOM ELEVATION 0 SCALE: 1/2"=1'-0" 4 litlVtKAL PIUILb: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST".;CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. I Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING'WILL BE INSTALLED PER MANUFACTURER'S STANDARDS PLAN NOTES: O6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT, IF NECESSARY. SEE 6/A404. O2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE IN. RATING OF 2A10BC FOR EVERY 3000SQ.FT. OF AN FLOOR AREA. TRAVEL DISTANCE TO EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUbUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. WOOD BLOCKING O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.- PREFABRICATED AND (AS REQUIRED) PREFINISHED METAL DOWNSPOUT. CQNTRgCTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA. O4 PREFABRICATED AND PREFINISHED METAL GUTTER- SEE PEMB MFR. O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. © DOUBLE BASIN SINK WITH DISPOSAL," SEE PLUMBING AND ELECTRICAL PLANS O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. ® WATER DISPENSER, PROVIDED BY OWNER O9 HI -LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS 10 MOP SINK. DRYWALL* OR TO PROVIDE BEHIND SINK. PROVIDELOG FL,EXXIBLE HOSE AND HOSERGLASS CLAMP.RSEE PLUMBINCED GNELS D GS. FOR ADDITIONAL INFORMATION. BLOCKING 11 48'x31" PLYWOOD FIRE -TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH 5 ADJACE�fT WALL. COVER ALL WALLS' SEE ELECTRICAL DRAWINGS. MILLWORK SECTION 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. A203 0 " " 2 13 UPPER AND LOWER CABINETRY. ARCHITECT DESIGNER TO REVIEW SHOP DRAWINGS PRIOR SCALE: 1 =1 -0 WALL TYPES: NOTES: 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH �" TYPE S PAN HEAD SCREWS. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS. W1 — 3%' 25 GA. METAL STUDS ® 24" O.C. WITH %" GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER 71 SOUND BATT INSUL W2 6 16 GAUGE METAL STUDS ®24 O.C. WITH GYP. — BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL 1%" 25 GA. METAL STUDS ® 24" O.C. W/ ONE SIDE" GYPSUM BOARD ONLY, ORANGE PEEL FINISH & ONE LAYER kt W3 — R11 BATT INSULATION IN EACH STUD CAVITY. PROVIDE AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT WALL. SEE 6/A402. W4 6" 16 GA. METAL STUDS ® 16" O.C. WITH %" GYP. BOARD — EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT " INSUL. EXTEND WALL TO ROOF STRUCTURE. SEE 5/A402. W5 6" 16 GA. METAL STUDS ® 16" O.C. WITH %" GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT — INSUL. EXTEND WALL S-6" ABOVE MEZZANINE. SEE 8/A402. W6 3%" 16 GA. METAL STUDS ® 24" O.C. WITH W/ ONE " SIDE %" GYPSUM BOARD ONLY, ORANGE PEEL FINISH. EXTEND WALL TO ROOF STRUCTURE. 3%" 16 GA. METAL STUDS ® 24" O.C. WITH %' GYP. W7 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL EXTEND WALL 3'-6" ABOVE `t MEZZANINE AS APPLICABLE ONEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 1 F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. TO FABRICATION. MILLWORK MANUFACTURE MUST FIELD VERIFY 14 PRE-ENGINEERED AND PRE -FINISHED METAL CANOPY. 15 FURNITURE BY OWNER; CONTRACTOR 'TO COORDINATE POWER AND DATA LOCATIONS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER - EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL;' AS REQUIRED 23 FIELD LOCATE 5'-0" OPENING W/ STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY CHAINS PER OSHA REQUIREMENTS 24 EA ECTRICAL COMPRESSORDiWCONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND 25 WORK BENCH, BY OWNER 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIER'S WINDOW w/ SLIDING WINDOW 30 HVLS FAN, LOCATION PER OWNER, SEE ELECTRICAL DRAWINGS 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 32 PAINTED GALVANIZED ROOF ACCESS (ADDER - SEE STRUCTURAL DRAWINGS 33 TILT -UP CONCRETE REVEAL - 3Vt"44". SEE DETAIL 5/A404 34 TILT -UP CONCRETE VERTICAL REVEAL - 2Y"xY4". SEE DETAIL 12/A404 GENERAL FINISH_ NOTES: INDICATES FLOOR FINISH INDICATES WALL FINISH TO XXX TO BE DETERMINED XX BE DETERMINED XX INDICATES BASE FINISH TO Fx-xT INDICATES MISCELLANEOUS BE DETERMINED FINISH TO BE DETERMINED A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING INSTALLATION JOINT AND SEAM LAY -OUTS. B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE. D. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. E. ALL FLOORING TRANSITIONS ARE TO BE EA9b USING LATEX TO ACHIEVE A SMOOTH AND UNIFORM TRANSITION. F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. G. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. H. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH EXISTING. I. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED PER FBC FIFTH EDITION (2014) TABLE 8015 & 803.1. J. PAINT ALL WALL SURFACES, WITH A MINIll OF TWO (2) COATS OF QUALITY GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHUST. K. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE A.10.2.2 2012 EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. L ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO (2) COATS OF POLYURETHANE SATIN FINISH. OVER PROPERLY PREPARED SURFACE. PAINT COLOR TO BE CONFIRMED WITH OWNER/TENANT. M. VERIFY WITH OWNER FOR THE INSTALLATION- OF BLINDS IN OFFICE AREA. ownr: MCKEE CONSTRUCTION CO. 135 west Central Blvd., Suite 340 Orlando, Florida 32801 TEL• 407.363.6136 M26MI097 ®Copyright 2017 Pro jsct: SKY POWER SPORTS OP & STORAG BUILDING 8 e WEST ANFORD� � Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawling Title: ENLARGED RESTROOM PLANS & ELEVATIONS Revielow laws Date Drawn By Checked By 10MAY DEC CM Drawing Number A203 17002 M" REFER TO ELECTRICAL DRAWINGS FOR SHOP LIGHTING 1� M 0 0 1 SHOP 103 sn_ PARTS 107 0 El 77 MNUTTC s,s,aa>•eawea>rs>_� so 0-111 FIRM A M. ON oil WMA so IT CLOSET 110 2/ 10 SALES/ SHOWROOM 201 REFER TO ELECTRICAL I DRAWINGS FOR SALES/ SHOWROOM LIGHTING � ►vilil 0 PLAN NOTES: GENERALNOTES: DIA CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUND D CAP. O6" ALSO LOCATE ® ELECTRICAL EQUIPMENT, IF NECESSARY. SEE 6 A404. A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED O2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" BY ARCHITECT. DO NOT SCALE DRAWINGS. A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL B B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. D. DOOR AND FRAME NUMBERS CORRESPONDJO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.— PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. MIDDLE OF THE TRIBUTARY GUTTER AREA F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND O4 PREFABRICATED AND PREFINISHED METAL GUTTER— SEE PEMB MFR. GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. H. APPLY SEALANT AT ALL COUNTERTOPS AND' BACK SPLASHES AT JUNCTURE WITH WALL © DOUBLE BASIN SINK WITH DISPOSAL SEE PLUMBING AND ELECTRICAL PLANS 1. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S UMITING HEIGHT O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO ® WATER DISPENSER, PROVIDED BY OWNER REVIEW. O9 HI —LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND 1 p JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS FLORIDA BUILDING CODE. BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. 11 4'x8'xY4" PLYWOOD FIRE —TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. ADJACENT WALL. COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. SPACE AS NECESSARY. 13 UPPER AND LOWER CABINETRY. ARCHITECT DESIGNER TO REVIEW SHOP DRAWINGS PRIOR 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL TO FABRICATION. MILLWORK MANUFACTURE MUST FIELD VERIFY P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE 14 PRE—ENGINEERED AND PRE —FINISHED METAL CANOPY. WITH OWNER. 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS Q. MECH. RTU's LOCATED ON THE ROOF WILL.!NOT BE VISIBLE FROM THE STREET. IN CASE IT 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS WALL TYPE S. 18 FIRE RISER — EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED NOTES: 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED FOR FLOOR AND CEILING ATTACHMENT BASED'ON 5 PSF LATERAL LOADING AND L/120 23 FIELD LOCATE 5'-0" OPENING W/ STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS CHAINS PER OSHA REQUIREMENTS THAN THE FOLLOWING: P 24 AIR COMPRESSOR CONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED ELECTRICAL DRAWINGS WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER —DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH 25 WORK BENCH, BY OWNER END. 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 B. FASTEN STUD FLANGE TO RUNNER TRACK WITH )fi" TYPE S PAN HEAD SCREWS. 27 EYEWASH/ SHOWER STATION C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE "MOLLY" FASTENED WITH —TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR 28 SERVICE COUNTER SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS. 29 CASHIER'S WINDOW w/ SLIDING WINDOW W1 3%" 25 GA METAL STUDS ® 24" O.C. WITH %" GYP. 30 FUTURE HVLS FAN TO BE INSTALLED BY OWNER, PROVIDE ELECTRICAL — BOARD EACH SIDE, ORANGE PEEL FINISH &ONE LAYER �'* SOUND BATT INSUL 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS W2 6 16 GAUGE METAL STUDS ® 24 O.C. WITH GYP. " 32 PAINTED GALVANIZED ROOF ACCESS LADDER — SEE STRUCTURAL DRAWINGS — BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL 33 TILT —UP CONCRETE REVEAL — %-xY4". SEE DETAIL 5/A404 1%" 25 GA. METAL STUDS ® 24" O.C.. W/ ONE SIDE " 34 TILT —UP CONCRETE VERTICAL REVEAL — 2Y"xY4". SEE DETAIL 12/A404 GYPSUM BOARD ONLY, ORANGE PEEL FINISH & ONE LAYER W3 R11 GATT INSULATION IN EACH STUD CAVITY. PROVIDE GENERAL CEILING NOTES: AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT WALL. SEE6/A402. 3 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED: W4 6" 16 GA METAL STUDS ® 16" O.C. WITH %" GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONT_ LAYER SOUND BATT D INSUL. EXTEND WALL TO ROOF STRUCTURE. SEE 5 A402. WALL EXTENDS TO DECK ABOVE / c 12'-6" W5 6" 16 GA METAL STUDS ® 16" O.C. WITH %" GYP. BOARD — WALL EXTENDS TO 12'-6" A.F.F. EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT 26 M 14' INSUL EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. WALL EXTENDS TO 14'-0" A.F.F. 3%" 16 GA. METAL STUDS 0 24" O.C. WITH W/ ONE " M " W6 SIDE %" GYPSUM BOARD ONLY, ORANGE PEEL FINISH. WALL EXTENDS TO 3 —6 ABOVE MEZZANINE EXTEND WALL TO ROOF STRUCTURE. B WALL EXTENDS TO BOTTOM OF STRUCTURE 3%" 16 GA. METAL STUDS ® 24" O.C. WITH %" GYP. " W7 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER R 2. ALL CEILINGS TO BE 9'-0" AFF, UNLESS NOTED. SOUND BATT INSUL EXTEND WALL 3'-6" ABOVE `' 3. UGHTS AND DIFFUSERS ARE SHOWN FOR LOCATION ONLY. SEE ENGINEERING DRAWINGS FOR MEZZANINE AS APPLICABLE ADDITIONAL INFORMATION. 4. ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE AT-1 UNLESS NOTED OTHERWISE. NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. V5 5. CONTRACTOR SHALL INSTALL R-19 UNFACED INSULATION ABOVE ALL ACOUSTIC CEILING TILE O F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. — AREAS. 6. CEILING TILE SHALL BE CENTERED IN THE ROOM WITH GREATER THAN � TILE AROUND THE PERIMETER. UNLESS SHOWN OTHERWISE. CEILING LEGEND: I AT-1, 2'x2' SUSPENDED ACOUSTIC CEILNG GRID. ® 2x2 WHITE, ARMSTRONG DUNE CEILING 24"x24"x5/8" W/ HANGER WIRE BEVELED EDGE OR EQUAL, WHITE, OR APPROVED ALTERNATE. Y—IN NOM. 2' .. 5/8" THICK GYPSUM WALL BOARD CEILING ON METAL PANEL CROSS TEE :. STUD FRAMING AT 9'-0" A.F.F. 2'x2' RETURN DUCT. SEE MECH. DWGS. MEZZANINE FLOOR PLAN ® 2'x2' SUPPLY DUCT. SEE MECH. DWGS. z 0 SCALE: 3/16"=l'-0" 12 2'x4' RECESSED LIGHT FIXTURE. ® LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD f MAIN BEAM) ® DIRECTIONAL LIGHTED EXIT SIGN TO MATCH BUILDING STANDARD NOM 4' CROSS TEE ® EXHAUST FAN. SEE MECH. DWGS. :"T" BAR MAIN BEAM ¢=Q EMERGENCY LIGHT. SEE ELEC. DWGS. ' ' ' ' ' ' I TEGULAR EDGE SQUARE EDGE LAY —IN PANELS LAY —IN —PANELS CEILING GRID DETAIL (TYP.) ® 1 ENLARGED REFLECTED CEILING PLAN MEN 1116, 11, 0 0 1 ll"L"EMERIA MA IN INN INN ON 10 0 0641136 E M I lam ON NMI US 1 DECK ® 12'-0" A.F.F. 9 0 SCALE: 1/2"=1'—O" ' 4 R-19 UNFACED BATT INSULATION SUSPENDED ACOUSTIC CEIUN( TILE (SEE RCP) _h B.O. ACT TILE SEE RCP OL B.O. OPENING 8'-6" �BULKHE AD DETAIL MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26MI097 ®copyright 2017 -Protect SKY POWER SPORTS SHOP & STORAGE BUILDING $ SANFOWa FLOWA a!4d Scope Drawhgx These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title; ENLARGED REFLECTED CEILING & MEZZANINE PLAN Revlelona: AOWNER REVISIONS 12/11/17 law Date Drawn By Checked By 10/1d/17 DLC CM A204 17002 0 SCALE:3/16"=1'—O" 12 0 SCALE: 3/4"=l'-0" 3 11 TOP OF CONC. CAP /- ELEV. +26'-2" t 0'-6' CONCRETE CAP w/ ELASTOMERIC PAINT I—— — — — — — — — — I I II II o II II I N II II II I T SLOPE SLOPE I 0 I I o II �� o I I N I I ENLARGED ROOF PLAN 0 SCALE: 1/4'=1'-0' 8 OVERALL ROOF PLAN 0 SCALE: 3/32'=1'-0' 24 ROOF NOTES: A. ALL AREAS TO RECEIVE TR-38 BLACK ROOF INSULATION. B. CONTRACTOR TO REVIEW AS CONSTRUCTED CONDITIONS AND CONFIRM INSULATION AS SHOWN WILL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. C. PAINT THE BACK OF ALL PARAPET WALLS VISIBLE FROM THE GROUND IN NON —TEXTURED FLAT XP1. GUTTER NOTES: A. LOCATE HIGH POINT OF GUTTER AT MID —SPAN IN BETWEEN DOWNSPOUTS UNLESS NOTED OTHERWISE. B. ALL GUTTERS AND DOWNSPOUTS TO BE CONSTRUCTED AND ATTACHED PER SMACNA GUIDELINES. C. ALL METAL ROOFING ITEMS TO BE PER PEMB MANUFACTURER D. PEMB MFR. TO DETERMINE GUTTER AND DOWNSPOUTS SIZE AND LOCATIONS STORMWATER CALCULATION: 100 YEAR RAINFALL FOR THIS PROJECT AREA = 4.5' BID ALTERNATES: BID AH FOR PBR ROOF WITH ICYNENE INSULATION 19 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIER'S WINDOW w/ SLIDING WINDOW Q 30 FUTURE HVLS FAN TO BE INSTALLED BY OWNER, PROVIDE ELECTRICAL 1 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 32 PAINTED GALVANIZED ROOF ACCESS LADDER — SEE STRUCTURAL DRAWINGS 33 TILT —UP CONCRETE REVEAL — %wxY'. SEE DETAIL 5/A404 34 TILT —UP CONCRETE VERTICAL REVEAL — 2Y'xY4'. SEE DETAIL 12/A404 PLAN NOTES: O6' DIA. CONCRETE FILLED PIPE BOLLARD 4'-0' TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT, IF NECESSARY. SEE 6/A404. O2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54' A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.— PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO ,VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA O4 PREFABRICATED AND PREFINISHED METAL GUTTER —:SEE PEMB MFR. O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. © DOUBLE BASIN SINK WITH DISPOSAL SEE PLUMBING AND ELECTRICAL PLANS O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. ® WATER DISPENSER, PROVIDED BY OWNER O9 HI —LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS 10 JANITOR BEHIND SINK PROVIDE 30�LONG FLEXIBLE HOSE AND HOSERCLAMP.RSEE PLUMBINGNDWGS. FOR ADDITIONAL INFORMATION. 11 4'x8'x�' PLYWOOD FIRE —TREATED PHONE BOARD BOT. ® 12' A.F.F. PAINT TO MATCH ADJAC?IT WALL COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 13 TOP FABRICATION. MILER AND LOWER LWORK MANUFACTURER MUST FIELD VERIFY REVIEW SHOP DRAWINGS PRIOR 14 PRE—ENGINEERED AND PRE —FINISHED METAL CANOPY. 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER — EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED 23 FIELD LOCATE 5'-0' OPENING W/ STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY CHAINS PER OSHA REQUIREMENTS 24 AAIIRECCOOMCPPRRESSOR NCONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND 25 WORK BENCH, BY OWNER MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 W6001097 ®Copyright 2017 Project SKY POWER SPORTS & STORA BUILDING 3M WEST iST STREETv SANF 8ORD2�� FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II Drawing Tie« II OVERALL ROOF PLAN 11AOWNER REVISIONS 12/11/17 I Issue Date Drawn By Checked By 10/16/17 DLC CMS A205 Project Number: 17002 A B i FRIN 1 O SCALE: 1/8"=1'-0" 16 O SCALE: 1/8"=1'-0" 16 ------------- 2'x2' VENT WITH FRAME. Tio SEE STRUCTURAL AND 1 1 MECHANICAL DRAWINGS P _ / @ k+ owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26M ON ®Copyright 2017 Project: SKY POWER SPORTS BHOP & STORAG BUILDING Scope Drawings: These drawings indicate the general scope of the project in O SCALE: ' " 3 32=1—O" 24 terms of architectural design / 6 DIA. CONCRETE FILLED PIPE BOLLARD 4 —0 TALL W ROUNDED CAP A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN O1 ALSO LOCATE ® ELECTRICAL EQUIPMENT, IF NECESSARY. SEE 6/A404. concept, the dimensions of the OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED building, the major architectural BY ARCHITECT. DO NOT SCALE DRAWINGS. O NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" elements and the type of B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A10BC FOR EVERY 3000SQ.FT. OF structural, mechanical and C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF electrical systems. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE The drawings do not necessarily B DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. indicate or describe all work E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.— PREFABRICATED AND required for full perfomance and F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA completion of the requirements of GYPSUM BOARD). the contract. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. O4 PREFABRICATED AND PREFINISHED METAL GUTTER— SEE PEMB MFR. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. O5 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. On the basis of the general scope indicated or described, the trade I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT © DOUBLE BASIN SINK WITH DISPOSAL. SEE PLUMBING AND ELECTRICAL PLANS contractors shall furnish all items L/120. required for the proper execution J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. and completion of the work. REVIEW. ® WATER DISPENSER, PROVIDED BY OWNER K. ALL DOORS MUST BE INSTALLED WITH Al LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND O9 HI —LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS FLORIDA BUILDING CODE. 10 JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES BEHIND SINK. PROVIDE 30" LONG F141BLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. AS SHOWN. FOR ADDITIONAL INFORMATION. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. 11 4'x8'x3'" PLYWOOD FIRE —TREATED PHONE BOARD BOT. ®12" A F.F. PAINT TO MATCH N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED ADJACENT WALL. COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. SPACE Al NECESSARY. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL 13 UPPER AND LOWER CABINETRY. ARCHITECT/ DESIGNER TO REVIEW SHOP DRAWINGS PRIOR P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE TO FABRICATION. MILLWORK MANUFACTURER MUST FIELD VERIFY WITH OWNER. 14 PRE—ENGINEERED AND PRE —FINISHED METAL CANOPY. Q. MECH. RTU s LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER — EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH' OWNER; PROVIDE ELECTRICAL AS REQUIRED PAINT SCHEDULE: 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED NOTES: // 1. PAINT ALL TILT CONCRETE PANELS 'XP1' UNLESS OTHERWISE NOTED. 23 FIELD LOCATE ER OSHA REQIOPENING/ STEf-L CHANNELS ON EACH SIDE AND STEEL SAFETY 2. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 3. PAINT ALL EXTERIOR BOLLARDS YELLOW. 24 AIR COMPRESSOR CONFIRM PAD SIZE NAND NECESSARY CLEARANCES, SEE PLUMBING AND A 4. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL ELECTRICAL DRAWINGS 5. PAINT FIRE RISERS RED. 6. PAINT ALL HOLLOW METAL DOORS AND FRAMES XP1 INSIDE AND OUTSIDE. 25 WORK BENCH, BY OWNER 7. PROVIDE A MOCK—UP OF THE PROPOSED COLOR SCHEME ON ONE FULL 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 TILT PANEL FOR OWNER REVIEW PRIOR TO ORDERING ADDITIONAL PAINT. 2 8. ALL CANOPIES TO BE . COLOR TO BE CONFIRMED WITH OWNER 27 EYEWASH/ SHOWER STATION 4Ql P A302 XP1 FIELD COLOR — COARSE TEXTURED 28 SERVICE COUNTER SHERWIN WILLIAMS — TO BE DETERMINED 29 CASHIER'S WINDOW W/ SLIDING WINDOW ACCENT COLOR —COARSE TEXTURED 30 FUTURE HVLS FAN TO BE INSTALLED BY OWNER, PROVIDE ELECTRICAL --- I SHERWIN WILLIAMS — TO BE DETERMINED , _ j' O , MECHANICAL DRAWINGS _ _ _ _ _ _ _ _ _ _ _ _ I � ACCENT COLOR —COARSE TEXTURED 31 ROOFTOP AIR CONDITIONING UNITS, SEE 1 SHERWIN WILLIAMS — TO BE DETERMINED 32 PAINTED GALVANIZED ROOF ACCESS LADDER — SEE STRUCTURAL DRAWINGS 33 TILT —UP CONCRETE REVEAL — 2i"xY4" SEE DETAIL 5/A404 lid I INDICATES AREAS OF XP1 INDICATES AREAS OF XP3 34 TILT —UP CONCRETE VERTICAL REVEAL 2Y"xY4". SEE DETAIL 12/A404 1 XP1 I INDICATES AREAS OF XP2 GLASS SCHEDULE F4 I F11 I ALL GLASS TO BE TYPE 'A' UNLESS NOTED OTHERWISE. TYPE 'A' — 1" THICK INSULATED GLASS WITH SOLARBAN 70XL ON SOLARGREY LOW E OVER 1/4" CLEAR INSIDE WITH )�" AIRSPACE. > > w h»us Date Drawn By Checked By 10/16/1T DLc CM E . E . p TYPE B — TEMPERED 1 THICK INSULATED. GLASS WITH SOLARBAN 70XL ON SOLARGREY LOW E OVER 1 /4" CLEAR INSIDE WITH hw AIRSPACE. Project jec Number: PROVIDE THERMALLY IMPROVED MULLION SYSTEM FOR ALL STOREFRONT FRAMING ALL STOREFRONT FRAMING TO BE BRONZE ANODIZED. 17002 owner: OL T.O. CONCRETE ELEV. +26'-2" OL�FINISH FLOOR ELEV. +0'-0" GLASS SCHEDULE ALL GLASS TO BE TYPE 'A' UNLESS NOTED OTHERWISE. TYPE 'A' — 1" THICK INSULATED GLASS WITH SOLARBAN 70XL ON SOLARGREY LOW E OVER 1 /4" CLEAR INSIDE WITH }2" AIRSPACE. TYPE 'B' — TEMPERED 1" THICK INSULATED GLASS WITH SOLARBAN 70XL ON SOLARGREY LOW E OVER 1/4" CLEAR INSIDE WITH X" AIRSPACE. PROVIDE THERMALLY IMPROVED MULLION SYSTEM FOR ALL STOREFRONT FRAMING ALL STOREFRONT FRAMING TO BE BRONZE ANODIZED. GENERALNOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL. ORF TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR`` DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR"ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEAM AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEM STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS PLAN NOTES: O1 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT, IF 'NECESSARY. SEE 6/A404. 02 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY1IANGUTED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE 5 FEET ABOVE THE FLOOR AND THE 3 4 BOTTOM OF THE EXTINGUISHER SHALL NOT 'BE LESS THAN 4 INCHES ABOVE THE FLOOR. A401 A401 Q 03 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.— PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE T.O. WALL PANE MIDDLE OF THE TRIBUTARY GUTTER AREA. - T.O. WALL PANEL ELEV. +26'-2" OIL ELEV. +24'-0" ® PREFABRICATED AND PREFINISHED METAL GUTTER— SEE PEMB MFR. 0 REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. © DOUBLE BASIN SINK WITH DISPOSAL. SEE PLUMBING AND ELECTRICAL PLANS OILT.O. WALL PANEL 07 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. ---- ® WATER DISPENSER, PROVIDED BY OWNER --- 0 HI —LOW DRINKING FOUNTAIN. SEE PLUMBING; PLANS 10 BEH NDR MOP SINK. DRYWALL CONTRASINK. PROVIDE 330" LONG FLEXCIBLE TOR HOSE AND HOSETO PROVIDERGLASS CLAMP.REINFOSEE PLUMBINGNELS DWGS. i FOR ADDITIONAL INFORMATION. 11 4' 6-YA" PLYWOOD FIRE —TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH 34 F3 ADJAC?NT WALL COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 13 UPPER AND LOWER CABINETRY. ARCHITECT DESIGNER TO REVIEW SHOP DRAWINGS PRIOR i TO FABRICATION. MILLWORK MANUFACTURED MUST FIELD VERIFY 14 PRE—ENGINEERED AND PRE —FINISHED METAL CANOPY. ROOF ACCESS LADDER 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED F4 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED F11 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED 23 00 CHELDAINS PAE OSHA REQUIREMGENTS STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY 24 AAIIRECTRICOOMPPRRESSORDRAWCONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND GS 25 WORK BENCH, BY OWNER FINISH FL00 FINISH FL00 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 ELEV. +0'-0" V 6. ELEV. +0'-0" 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER ENLARGED ELEVATION 2 ENLARGED ELEVATION 29 CASHIER'S WINDOW W/ SLIDING WINDOW 0 SCALE: 1 4"=1'-0" 8 �O20 " 8 30 FUTURE HVLS FAN TO BE INSTALLED BY OWNER, PROVIDE ELECTRICAL / SCALE: 1/4 =1 —0 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS — 32 PAINTED GALVANIZED ROOF ACCESS LADDER SEE STRUCTURAL DRAWINGS 33 TILT —UP CONCRETE REVEAL — 31j"xh". SEE DETAIL 5/A404 34 TILT —UP CONCRETE VERTICAL REVEAL — 24'04e". SEE DETAIL 12/A404 ENLARGED ELEVATION - 0 SCALE: 1 /8"=1'-O" 16 PAINT SCHEDULE: NOTES: 1. PAINT ALL TILT CONCRETE PANELS 'XP1' UNLESS OTHERWISE NOTED. 2. PAINT ALL INTERIOR BOLLARDS AND GUARDS SAFETY YELLOW. 3. PAINT ALL EXTERIOR BOLLARDS YELLOW. 4. DIRECT METAL PRIMER TO BE USED ON ALL GALVANIZED METAL 5. PAINT FIRE RISERS RED. 6. PAINT ALL HOLLOW METAL DOORS AND FRAMES XP1 INSIDE AND OUTSIDE. 7. PROVIDE A MOCK—UP OF THE PROPOSED COLOR SCHEME ON ONE FULL TILT PANEL FOR OWNER REVIEW PRIOR TO ORDERING ADDITIONAL PAINT. 8. ALL CANOPIES TO BE . COLOR TO BE CONFIRMED WITH OWNER XP1 FIELD COLOR — COARSE TEXTURED SHERWIN WILLIAMS — TO BE DETERMINED �0ACCENT COLOR — COARSE TEXTURED SHERWIN WILLIAMS — TO BE DETERMINED �0ACCENT COLOR — COARSE TEXTURED SHERWIN WILLIAMS — TO BE DETERMINED INDICATES AREAS OF XP1 INDICATES AREAS OF XP3 1177777777771 INDICATES AREAS OF XP2 a MCKEE CONSTRUCTION Co. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 *Copyright 2017 Project: SKY POWER SPORTS HOP & STORA BUILDING 3M WEST 1ST 8TREETI SANE RD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. on.no nn« ENLARGED EXTERIOR ELEVATIONS I [& OWNER REVISIONS 12/11/17 I Issue Date Drawn By Checked By 10/16/17 DLC Ca CertlNed Br. °�F°FLOiQ °° ° ° e,yo ° ° .S ° Nq ° ° °G •g g� �o 0 00'° 2 /20 .00' •ED°ARG A302 Project Nwnber 17002 CONCRETE REVEAL BEYOND ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT CONCRETE APRON. SEE STRUCT. FINISH FLOOR 0'-0" CONCRETE FOOTING V n WALL SECTION PO VAR 3 WALL SECTION A401 0 SCALE: 3/4"=1'-0" 3 n WALL SECTION e 13 A405400 WALL SECTION �101 0 SCALE: 3/4"=1'-0" 3 MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS & STORA BUILDING SANFORD, FLORIDA Scope DrawMW These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II Drawing Tin« II WALL SECTIONS Revisions: issue Date Drawn By Checked By 10/10/17 DLC CM Drawing Nwdw. A401 Project Nw6w. 17002 0 SCALE: 3/4"=1'—O" 3 0 SCALE: 3/4"=1'-0" 3 0 SCALE: 3/4"=1'-0" 3 R-19 UNFACED BATT INSULATION SUSPENDED R-19 UNFACED ACOUSTIC CEILING BAIT INSULATION TILE (SEE RCP) SUSPENDED B.O. ACT TILE ACOUSTIC CEILING SEE RCP TILE (SEE RCP) 1%" 25 GA. STEEL STUDS AT 24" E B.O. ACT TILE O.C. CONTRACTOR SHALL VERIFY SEE RCP STUD SIZE, GAUGE, & FREQUENCY TO MEET MANUF. SPAN LIMITATION HEIGHT, L/120 DEFLECTION & 5 PSF LATERAL LOAD OFFICE %n GYPSUM WALL a. BOARD ON ONE SIDE SOUND ATTENUATION Y. INSULATION EACH CAVITY X6 POINTED FRAMING SCREW 0 24" O.C. MAX. FLOOR FINISH. SEE , FINISH SCHEDULE. FLOOR SLAB 6 WALL SECTION �402 0 SCALE: 3/4"=1'-0' 3 SOUND BATT INSULATION- 6' 16 GA. STEEL STUD 0 16' O.C. %' GYPSUM WALL BOARD BOTH SIDES FLOOR FINISH. SEE FINISH SCHEDULE. FLOOR SLAB ---\ ROOF STRUCTURE WALL TYPE DOES SLIDING GLASS WINDOW NOT REQUIRE ANY WITH JEWELERS LOCK - LATERAL BRACING (WHEN APPLICABLE) PLASTIC LAMINATE SELECTION BY OWNER^ P.LAM. BRACKET SELECTION BY OWNER SHOP OR A][�±_SEE WALL SALES/ SCHEDULE SHOWROOM FOR WALL 1' TYPE 4 G 5 WALL SECTION— 4 WALL SECTION_ �O2 A402 0 SCALE: 3/4"=1'-0' 3 0 SCALE: 3/4"= 1'-0' 3 T.O. CONCRETEh - 8'-0" Al CONCRETE TILT WALL PANEL R t .a d .. d T.O. RECESS a. G . i N F NISH FLOOR Ak R •E x COMPACTED EARTH rt 10 MIL POLYETHYLENE — — — CONCRETE VAPOR BARRIER FOOTING 6 e . a a' a " a . �a 9 WALL SECTION_ A402 0 SCALE: 3/4"= 1'-0' 3 Y4" TONGUE & GROOVE PLYWOOD DECKING STEEL STUD FRAMING. SEE STRUC. DWGS. T.O. MEZZANINEAk 12'-6" R-19 UNFACED BATT INSULATION SUSPENDED ACOUSTIC CEILING TILE (SEE RCP) J. B.O. ACT TILE SEE RCP SOUND BATT INSULATION 3" 22 GA. STEEL STUDS AT 16" O.C. TYPE 'X' GYPSUM WALL BOARD OFFICE �6 POINTED FRAMING SCREW SHOWROOM 0 24' O.C. MAX. WALL BASE. SEE FINISH SCHEDULE. FLOOR FINISH. SEE FINISH SCHEDULE. FLOOR SLAB ---\ .t 8 WALL SECTION_ �O2 0 SCALE: 3/4"=1'-0' 3 R-19 UNFACED BATT INSULATION J. B.O. ACT TILE Y SEE RCP SUSPENDED ACOUSTIC CEILING TILE (CEILING PASSES OVER TOP OF WALL) SOUND BATT INSULATION - 3%' 16 GA. STEEL STUDS AT 24" O.C. %" TYPE 'X' GYPSUM WALL BOARD 3f6 POINTED FRAMING SCREW 0 24" O.C. MAX. WALL BASE. SEE FINISH SCHEDULE. FLOOR FINISH. SEE FINISH SCHEDULE. FLOOR SLAB —� R-19 UNFACED BATT INSULATION SUSPENDED ACOUSTIC CEILING TILE (SEE RCP) J. B.O. ACT TILE SEE RCP SOUND BATT INSULATION - 3%' 25 GA. STEEL STUDS AT 24" O.C. %* TYPE 'X' GYPSUM WALL BOARD 3f6 POINTED FRAMING SCREW 0 24" O.C. MAX. WALL BASE. SEE FINISH SCHEDULE. FLOOR FINISH. SEE FINISH SCHEDULE. FLOOR SLAB ---\ r3--,-,\ WALL SEC �O2 0 SCALE: 3/4"=1'-0" T.O. WALL Ah 14'-0" T.O. DECK 1 2'-0" r7%\ WALL SECTION— '%,'A402 0 SCALE:3/4"=l'-0" 3 WALL SECTION 0 SCALE: 3/4"=1'-O" 3 METAL STRUCTURE. SEE STRUCTURAL DWGS. R-19 UNFACED BATT INSULATION J. B.O. ACT TILE . r SEE RCP SUSPENDED ACOUSTIC CEILING TILE (SEE RCP) SHIM- DRIP SEALANT AND BACKER ROD EACH SIDE INSULATED GLASS W5 6' 16 GA. METAL STUDS 0 16" O.C. WITH V GYP. BOARD " - — EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. W6 A' 16 GA. METAL STUDS 0 24" O.C. WITH W/ ONE R SIDE %" GYPSUM BOARD ONLY, ORANGE PEEL FINISH. EXTEND WALL TO ROOF STRUCTURE. Am 16 GA. METAL STUDS 0 24' O.C. WITH %" GYP. R W7 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL. EXTEND WALL 3'-6" ABOVE MEZZANINE AS APPLICABLE O NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. I METAL STRUCTURE. SEE STRUCTURAL DWGS. ROOF PER PEMB MFR. 1I— '-1� WALL SECTION. A402 0 SCALE:3/4"=1'-0" 3 WALL TYPES: T.O. EAVE Ah SEE STRUCTURAL DWGS. NOTES: 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2' FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH " TYPE S PAN HEAD SCREWS. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS. W1 3%" 25 GA. METAL STUDS 0 24' O.C. WITH %" GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL. W2 6 16 GAUGE METAL STUDS 0 24 D.C. WITH GYP. R BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL 1%' 25 GA. METAL STUDS 0 24" O.C. W/ ONE SIDE" GYPSUM BOARD ONLY, ORANGE PEEL FINISH & ONE LAYER W3 R11 BATT INSULATION IN EACH STUD CAVITY. PROVIDE }�" - - AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT " ;' "•'..: ,, " WALL. SEE 6/A402. W4 6" 16 GA. METAL STUDS 0 16" O.C. -WITH %" GYP. BOARD R EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL EXTEND WALL TO ROOF STRUCTURE. SEE 5/A402. Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project SKY POWER SPORTS OP & STORAG BUILDING 3T10 WEST 1ST STREET, SAIF SORD2U6 OWA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: 11 WALL SECTIONS -- Revisions: Issue Date Drawn By Checked By 10/1d/17 DLC CM Drawing Nuff6er A402 Project ft,6w. 17002 GENERAL NOTES: Owner A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN MCKEE OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED CONSTRUCTION BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. CO" C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. WALL TYPES ■ D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (I.E. 100A). NOTES: E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. T4 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. F. APPLY SEALANT AT ALL JUNCTURES BEAEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. GYPSUM BOARD). 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL FOR FLOOR AND COILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL T3 T7 T2 T1 T3 T2 T1 I T6 T4 T5 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT 12= k THAN THE FOLLOWING: L/120. I) T I A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO 3'-6' MAX 6" 1'-0" 2'-O" ' WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR REVIEW. lo POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT ____ END. THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND t B. FASTEN STUD FLANGE TO RUNNER TRACK WITH8" TYPE S PAN HEAD SCREWS. FLORIDA BUILDING CODE. 1 L FLOOR SHALL BE CLEANED SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES 0 o Z i • z :r C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE ' j ;r, ;;, I FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR AS SHOWN. N I N N N "' �' M 7 �' " SCREWS INTO CHANNELS, SPLINES, "T" RUNNERS, OR OTHER MEMBERS. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. 135 West Central Blvd., Suite 340 'n ' j� ' j� i N N N N CV N --- N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED Orlando, Florida 32801 3%" 25 GA. METAL STUDS ® 24" O.C. WITH %" GYP. _ SPACE AS NECESSARY. �`2�11097136 W1 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE ra 7-9- SOUND BATT INSUL NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL ®Copyright 2017 MAX 1'-6" 1'-3" s' He W2 6 16 GAUGE METAL STUDS ® 24 O.C. WITH GYP. = P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER WITH OWNER. R E S T R O O M ELEVATIONr2�RE S T R O O M ELEVATIONr3---�RE S T R O O M ELEVATION SOUND BATT INSUL Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT Project: 1%" 25 GA. METAL STUDS ® 24" O.C. W/ ONE SIDE" = BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS A403 �O3 �01 GYPSUM BOARD ONLY, ORANGE PEEL FINISH & ONE LAYER 0 SCALE: 1/2"=1'-0" 4 0 SCALE: 1/2"=1'-0" 4 0 SCALE: 1/2"=1'-0" 4 W3 = R11 BATT INSULATION IN EACH STUD CAVITY. PROVIDE PLAN NOTES, AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT " ' s` _' :'-: ' '" `'' WALL SEE 6/A402. 6" DIA. CONCRETE FILLED PIPE BOLLARD 4'-0" TALL W ROUNDED CAP. SKY POWER W4 6" 16 GA. METAL STUDS ® 16" O.C. WITH %" GYP. BOARD = O ALSO LOCATE ® ELECTRICAL EQUIPMEW, IF NECESSARY. SEE 6/A404. SPORTS EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BAIT 2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" INSUL. EXTEND WALL TO ROOF STRUCTURE. SEE 5/A4o2. O A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF HOP & STORAG VV5 6" 16 GA.METAL STUDS ®16" O.C. WITH "GYP. BOARD = EXTINFLOGUISHERS S HALL RS ALL BE pCONSPICUOUSELYI EXTINGUISHER AND READILY IXACCESSIBLE. THE OT P OF BUILDING EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE INSUL. EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. T8 TE T5 3%" 16 GA. METAL STUDS ® 24" O.C. WITH W/ ONE = O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.- PREFABRICATED AND W6 PREFlNISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE — SIDE "GYPSUM BOARD ONLY, ORANGE PEEL FINISH. � MIDDLE OF THE TRIBUTARY GUTTER AREA 1. EXTEND WALL TO ROOF STRUCTURE. 3M WEST 1ST STREET T4 T8 T4 WT1 3%* 16 GA METAL STUDS ® 24" O.C. WITH "GYP. O4 PREFABRICATED AND PREFINISHED METAL GUTTER- SEE PEMB MM. SAIIFORD FLOWA ' BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER O REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. W7 SOUND BATT INSUL EXTEND WALL 3 -6 ABOVE / / MEZZANINE AS APPLICABLE DOUBLE BASIN SINK WITH DISPOSAL. SEE PLUMBING AND ELECTRICAL PLANS T3 T2 T1 T6 5 / T6 5 T6 T6 FT1 T2 T3 NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. 0 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. A4o3 A4o3 I O F X = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. �� Dnwings: () ® WATER DISPENSER, PROVIDED BY OWNER These drawings indicate the 6 1 -0 2 -0 } —2'-0" ...............V-0"_.......6" O9 HI LOW DRINKING FOUNTAIN SEE PLUMBING PLANS project in :. ( { gene scope o he p __ _ .._.._...._ _............. _.. _ V _... .........................._. 10 JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS terms of architectural design f O » N FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. concept, the dimensions of the BEHIND SINK. PROVIDE 30 LO G { ? } ? FOR ADDITIONAL INFORMATION. i I ' _ building, the major architectural _...... �............._�__._.._._.._..._......_.._...� ,-- i -F ! ....... E._. _ _ . C. » elements and the type of 1 11 4 x8 x� PLYWOOD FIRE -TREATED PH FINISH SPECIFICATIONS BOARD BOT. ® 12 A.F.F. PAINT TO MATCH i O structural mechanical and r electricals stems. `............�-- --.-- ADJAC T WALL COVER ALL WALLS SEE ELECTRIC RAWIN ; I • y 1 3 1 ...................................._...__.._.......__...._...._..._-.............................._....... . _ M _ SEALED CONCRETE { { MATERIAL 12 WATER HEATER LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. MA N TERIAL: PAINT • N WITH EPDXY O N i The drawings o _ __ _.........._�..... __� _ s d not necessarily __.. �, >____.� � , 1 � � -1 -, ,- __.<...�.<__.---.___.._.__...__._�_._. _..._.____.. _...�...........__ �,_�..._.., -- MFG: TO BE DETERMINED 9 Y 1 1 UPPER AND LOWER CABINETRY. ARCHITECT DESIGNER TO REVIEW SHOP DRAWINGS PRIOR _ _ 13 indicate or describe SC MFG: TO BE DETERMINED all work P1 COLOR: TO BE RIND O O O R MUST FIELD VERIFY DETE M E TO FABRICATION MILLWORK MANUFACTURE required for full erfomance and STYLE: TO BE DETERMINED FINISH: TO BE DETERMINED q p NOTE: ALL JOINTS TO BE SEALED LOCATION: FIELD COLOR 14 PRE-ENGINEERED AND PRE -FINISHED METAL CANOPY. completion of the requirements of 1'-6" 1'-6" CB1 the contract. MATERIAL CARPET MATERIAL PAINT 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS 4 R E S T R 0 0 M ELEVATION CPT1 MFG: TO BE DETERMINED MFG: TO BE DETERMINED 16 WALL PACK uGHT, SEE ELECTRICAL DRAWINGS. On the basis of the general scope indicated or described, the trade STYLE: TO BE DETERMINED P2 COLOR: TO BE DETERMINED 17 HOSE BIBS LOCATION. SEE PLUMBING PLANS contractors shall furnish all items COLOR: TO BE DETERMINED FINISH: EPDXY required for the proper execution �130 / " " 4 ACCESSORY SCHEDULE 18 FIRE RISER - EXACT LOCATION TBD SCALE: 1 2 =1 -0 MATERIAL CERAMIC TILE LOCATION: RESIROOMS and completion of the work. MFG: TO BE DETERMINED MATERIAL PAIN 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED NO. ITEM MANUF. CATALOG # MOUNTING HT. CT1 STYLE: TO BE DETERMINED MFG: TO BE DETERMINED 20 MOTORCYCLE LJFT, CONFIRM REQ. WTTF1 OWNER; PROVIDE ELECTRICAL AS REQUIRED GRAB BAR - COLOR: TO BE DETERMINED P3 COLOR: WHITE Drawing Tft BOBRICK B-6806 34" A.F.F. 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED T1 36" STAINLESS STEEL FINISH: TO BE DETERMINED INTERIOR ❑GRAB BAR _ MATERIAL: POLISHED CONCRETE LOCATION: SHOP & SHOWROOM 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED T2 BOBRICK B-6806 34" A.F.F. MFG: TO BE DETERMINED 42 STAINLESS STEEL PC O // ELEVATIONS SURFACE MOUNTED MULTI -ROLL STYLE: TO BE DETERMINED MATERIAL: PAINT 23 CHAINS PCER OSHA R QUIREMENTS ST�L CHANNELS ON EACH SIDE AND STEEL. SAFETY T3 TOILET TISSUE DISPENSER BOBRICK B-2888 TOP AT 28" A.F.F. NOTE: ALL JOINTS TO BE SEALED MFG: TO BE DETERMINED & DETAILS P4 COLOR: BLACK 24 AIR COMPRESSOR CONFIRM PAD SIZE` AND NECESSARY CLEARANCES, SEE PLUMBING AND 2'-0" MIRROR WITH STAINLESS " BASE FINISHES FINISH: TO BE DETERMINED ELECTRICAL DRAWINGS T4 FRAME BOBRICK 8-165—t830 BOT. 6 ABOVE SINK MATERIAL: CERAMIC TILE BASE LOCATION: SHOWROOM 15'-0" + UP 25 WORK BENCH, BY OWNER PL-1 O - SURFACE MOUNTED PAPER " MFG: TO BE DETERMINED (UNDERSIDE OF ROOF + WALLS) P.LAM. T5 TOWEL & WASTE RECEPTACLE BOBRICK B-3699 TOP AT 51 1/2 A.F.F. C81 COLOR: TO BE DETERMINED 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 LAVATORY —MOUNTED SOAP MOUNTED AT LAVATORY STYLE: TO BE DETERMINED MATERIAL: WALL CERAMIC TILE / T6 BOBRICK B-822 » SIZE: TO BE DETERMINED MFG: TO BE DETERMINED 27 EYEWASH SHOWER STATION DISPENSER LEVEL +34 A.F.F. WT1 COLOR: TO BE DETERMINED 28 SERVICE COUNTER Revieiomc SURFACE -MOUNTED SANITARY " MATERIAL VINYL BASE FINISH: TO BE DETERMINED WOOD NAPKIN DISPOSAL BOBRICK B-270 TOP AT 30 A.F.F. MFG: TO BE DETERMINED 29 CASHIERS WINDOW w/ SLIDING WINDOW -- BLOCKING LOCATION: RESTROOMS TO 4'-On A.F.F. -- = MIRROR WITH STAINLESS SIZE VARIES PER VB1 COLOR: TO BE DETERMINED 30 HVLS FAN, LOCATION PER OWNER, SEFT ELECTRICAL DRAWINGS o T8 FRAME LOCATION BOT. ® 6" STYLE: TO BE DETERMINED MILLWORK -- N ABOVE SINK SIZE: 4" 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS PL2 MATERIAL: WOOD BASE MATERIAL: MFG: TO BECDLAMINATE NED 32 PAINTED GALVANIZED ROOF ACCESS LADDER - SEE STRUCTURAL DRAWINGS -- " P.LAM ON MFG: TO BE DETERMINED PL-1 COLOR: TO BE DETERMINED 33 TILT -UP CONCRETE REVEAL - %'xY": SEE DETAIL 5/A404 (REMOVABLE`PAN°EL) t COLOR: TO BE DETERMINED LOCATION: COUNTER TOPS 34 TILT -UP CONCRETE VERTICAL REVEAL i- 2Y"x ". SEE DETAIL 12/A404 N STYLE: TO BE DETERMINED SIZE: 5 Y" MATERIAL: PLASTIC LAMINATE o o BE INSTALLED PL-2 FG: M BE DETERMINED COLOR: TO BE DETERMINED GENERAL FINISH NOTES: LOCATION: CABINETS pi z ° o ° a ° o ° XXX INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO DOORS AND FRAMES CAN BE SEMI -GLOSS FINISH USING PAINT TO MATCH FIELD COLOR (P1) O TO BE DETERMINED 0 BE DETERMINED leaus Date Drawn By Checked By IND5 S MISCELLANEOUS CASEWORK ELEVATION N XX BE IDETERMICATES INNED FINISH TO XXX FINISH INDICATTO BE DETERMINED 1o/18/n DLC CMs ALL SHOP WALLS TO BE PAINTED (P3), UNLESS OTHERWISE NOTED A403 0 SCALE: 1 •=19-0» 2 8. TOILET PARTITIONS TO BE SOLID PLASTIC, COLOR TO BE DETERMINED BY OWNER A PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING INSTALLATION JOINT AND SEAM LAY -OUTS. CertMled By. A B B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. 6 DRINKING FOUNTAIN DETAILS C. PAINT ALL EXPOSED METAL SURFACES (ie.GRILL ES, HEATERS, AND FIRE EXTINGUISHER 4 max CABINETS) TO MATCH ADJACENT SURFACE. .,°�F•F� 00 �O3 D. ALTERNATES WILL NOT BE ACCEPTED WITH©UT WRITTEN APPROVAL OF ARCHITECT/DESIGNER. '<P°°°° °°°°� 0 SCALE: 1/2"=1'-0" 4 SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. y° K T "Y E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND a o UNIFORM TRANSITION. s >20-25 max � e off, 20 max F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. 5 max G. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS �Gj 1 6/2017 C) G E 1 6 max 9 E STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. 6*000 BRED MEN E x H. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC x x X 7 O X r'10 E E o a o a LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH N NOT IN 48 min i i `- E 6 max 17-2 �' v E E co oo a� EXISTING. PICTOGRAM ; ; N 4 I. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED FIELD 30 min Drawing Number: PER FBC FIFTH EDITION (2014) TABLE 803.5 & 803.1. x a b J. PAINT ALL WALL SURFACES WITH A MINIMUM OF TWO 2 COATS OF QUALITY GRADE PAINT forward parallel m'n elevation p 10 max 10 max > 10-24 max (a) (b) () ' INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. A403 ADA PROTRUDING ADA CLEAR (a) (b) K. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, &TABLE A10.2.2 2012 / fi, EDITION, & FLORIDA FIRE PREVENTION CO 5TH EDITION. OBJECTS SIGNAGE 8 FLOOR SPACErq—N�ADA TOE/KNEE CLERANCEri-o-N\ADA REACH RANGES (2) COATS OF POLYURETHANE D DOORS M HAVE NSATIN )FINISH OVER PROPERLY COAT, OF STAIN, ONE IPREPAR D) COAT FSURFACE. PAINT NO Project Number: �O3 A4o3 �O3 A403 COLOR TO BE CONFIRMED WITH OWNER/TENANT. 17002 0 SCALE: 1/4"=1'-0" 8 0 SCALE: 1/4"=1'-0" 8 0 SCALE: 1/4"=l'-O" 8 0 SCALE: 1/4"=1'-0" 8 M. VERIFY WITH OWNER FOR THE INSTALLATION OF BLINDS IN OFFICE AREA 12 SI OPF nnwhi --1 1 /2 METAL STRUCTURE. SEE STRUCTURAL DWGS. ALT. GUTTER ri 4 SECTION DETAIL A404 0 SCALE: 3/4"=1'-0" 3 ALTERNATING rio- TREAD DEVICE A404 0 SCALE:3/4"=1'-0" 3 ICYNENE SPRAYFOAM INSULATION R—VALUE TO BE DETERMINED PBR ROOF PANEL PER MFR. COLOR TO BE DETERMINED BY OWNER _________ T.O. CONCRETE +18'-4"—SEE STRUCT. —PREFINISHED CONTINUOUS SHEET METAL GUTTER PREFINISHED SHEET METAL STORMWATER LEADER ALTERNATING rq TREAD DEVICE A404 0 SCALE: 3/4"=1'-0" 3 GUTTER r13 SECTION DETAIL A404 0 SCALE: 3/4"=1'-0" 3 9 Mf5 m U NG TREAD DEVICE Y WITH NFPA 1.2 & 7.2.11.3 _ INTERIOR R-38 BLACK ROOF INSULATION Q Q Q STANDING SEAM ROOF; COLOR TO BE -y4° X DETERMINED BY OWNER zi v T.O. CONCRETEA EXTERIOR +18'-4"—SEE STRUCT. REFINISHED CONTINUOUS SHEET METAL � � /�" VERTICAL UTTER 12 REVEAL A404 0 SCALE: 3'=1'-0" 8" REFINISHED SHEET METAL STORMWATER J1DER INSTALL APPROPRIATE SEALANT (E.G., POLYURETHANE) AND TOOL TO FACILITATE WATER RUNOFF INSTALL COMPRESSIBLE ELASTOMERIC SEALANT OR TAPE TO SPAN IRREGULARITIES CONCRETE FASTENERS TERMINATION BAR FASTENED WITH APPROPRIATE FASTENERS APPROX. 12" O.C. INSTALL COMPATIBLE SEALANT BEHIND MEMBRANE SHEET —METAL COUNTERFLASHING HEAD WALL FLASHING "Z" CLOSURE WITH SEALANT AND TAPE AS —� REQUIRED STANDING SEAM METAL ROOF PER PEMB MFR. MOISTURE BARRIER CROWN CONCRETE AT TOP 6" GALVANIZED PAINTED STEEL PIPE BOLLARD- ril%-N FLASHING DETAIL A404 0 SCALE: 3/4'=1'-0" 3 .o i 1" CONCRETE CROWN WITH BROOM FINISH EXTERIOR LOCATIONS " e 3 a: o a V a as a U) 'a W w Cn CONCRETE ° A FOOTING o M a 22 GA.GI PRESSURE co BAR CAULKING EDGE WITH SEALANT BEAD BOLLARD SECTION. �-1/4" EXP. ANCHORS LEXCOR FR-40 \� FLEXIBLE FLASHING SHALL EXTEND 2" OVER TOP EDGE OF BASE i FLASHING LAP COUNTER FLASHING 6"MIN.UNFASTENED PANEL JOINT TERMINATION BAR TILT —UP CONCRETE WALL PANEL SEALANT JOINT i 1 i i STANDING SEAM METAL ROOF PANEL JOINT i i ROOF GIRT i TYPICAL PANEL JOINT FLASHING DETAIL 0 SCALE: 1/2"=1'—O" 4 9 A404 ALTERNATING r7-%-N TREAD DEVICE EXTERIOR 0 SCALE. 1 "-1'-0" 2 INTERIOR EXTERIOR 1 TYP. 3 1/2" REVEAL 0 SCALE: 3"=1'-0" 8" INTERIOR INTERIOR SEAM WITH -" TILT —UP CONCRETE BACKER ROD WALL PANEL II D /SEALANT WITH BACKER ROD v v v p o v ° EXTERIOR v TILT —UP CONCRETE D SEALANT WITH WALL PANEL BACKER ROD OUTSIDE CORNER CORNER rT JOINT DETAIL 3 JOINT DETAIL A404 A404 0 SCALE: 1"=1'-0" 2 0 SCALE: 1"=1'—O" 2 TILT —UP CONCRETE SEALANT WITH WALL PANEL BACKER ROD EXTERIOR SEALANT WITH BACKER ROD �a aQ d d GLASS °® .A a ixnxioe \_SFRAMING wSYSTEM:,, TYPICAL WINDOW PLAN DETAIL 0 SCALE: 1 "=1'-0" 2 SEALANT WITH TILT —UP CONCRETE BACKER ROD WALL PANEL TYPICAL EXTERIOR JOINT DETAIL 0 SCALE: 1 "=1'-0" 2 GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAt BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND, BACK SPLASHES AT JUNCTURE WITH WALL. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. MECH. RTU's LOCATED ON THE ROOF WILNOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS PLAN NOTES: O6" DIA. CONCRETE FILLED PIPE BOLLARD W—O" TALL W/ ROUNDED CAP. ALSO LOCATE ® ELECTRICAL EQUIPMENT, 1F NECESSARY. SEE 6/A404. O2 NEW COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. O3 DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.— PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE MIDDLE OF THE TRIBUTARY GUTTER AREA.: O4 PREFABRICATED AND PREFINISHED METAL BUTTER— SEE PEMB MFR. O REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. 0 DOUBLE BASIN SINK WITH DISPOSAL. SEEPLUMBING AND ELECTRICAL PLANS U7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. O8 WATER DISPENSER, PROVIDED BY OWNER O9 HI —LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS 10 JANITOR MOP SINK. SINK. PROVIDE�30* LALLCONTRACTOR NG FLEXC IBLE HOSE AND HOSE CLAMP.RGLASS SEE PLUMBINGNELS DWGS. FOR ADDITIONAL INFORMATION. 11 4'x8'x%" PLYWOOD FIRE —TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH ADJACENT WALL COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 13 UPPER AND LOWER CABINETRY. ARCHITECT/ DESIGNER TO REVIEW SHOP DRAWINGS PRIOR TO FABRICATION. MILLWORK MANUFACTURER MUST FIELD VERIFY 14 PRE—ENGINEERED AND PRE —FINISHED METAL CANOPY. 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER — EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED 23 FIELD PER OSHA REQUIREMENTSOPENING NTW/ STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY 24 EN ECCOOMPPRRESSORDRAWCONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND 25 WORK BENCH, BY OWNER 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIER'S WINDOW w/ SLIDING WINDOW ' ® HVLS FAN, LOCATION PER OWNER, SEE ELECTRICAL DRAWINGS 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 32 PAINTED GALVANIZED ROOF ACCESS LADDER — SEE STRUCTURAL DRAWINGS 33 TILT —UP CONCRETE REVEAL — WxW. SEE DETAIL 5/A404 34 TILT —UP CONCRETE VERTICAL REVEAL — *4NY". SEE DETAIL 12/A404 Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS OP & STORA BUILDING 046 Scope DrawkW These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Draft Tft MISC. DETAILS RevIlellow Issue Date Draw Drawn By Checked By DLC CM Drewbg Number A404---Jl Project Number 17002 IN DOOR AND FRAME SCHEDULE z 1? CL O o O o ROOM NUMBER & NAME DOOR FRAME LABEL HARDWARE SECURITY REMARKS SIZE J Q ¢ = ��, Z � O Q w w � c� J Q M ¢ = N�, z O Q J w N N g U DETAILS Z � > OO tL \ w z _ J _J \ t=„ w U ,?j o x w �� = c� t— a- O to w OO U �i w = �- w Y_ tr t!i c� J w c!Ic O —� Q � o Q ABBREVIATIONS ST = STAINED AL =ALUMINUM HM = HOLLOW METAL CLA= CLEAR ANODIZED WD = WOOD PT = PAINT F =FIRE RATED TEMPERED GLASS PF =PRE —FINISHED INS =INSULATED GLASS CC =CLEAR T = TEMPERED GLASS PR = PAIR 1W = WIRE GLASS CL = CHAIN LINK _ o � = c� w = w Y c� = f— _ Q � _J � V) 101A 101 - SERVICE WRITERS 3'-0' 7'-0" 1 3/4" AL CLA D2 T AL CLA F13 - H2 J2 - - B-2 - - L-6 - D-1 - W-1 J1X- - 101B 101 - SERVICE WRITERS 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-5 S-1 - - - - - - 102A 102 - SERVICE MANAGER 3'-0' 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-2 S-1 - - - - - - 103A 103 - SHOP 3'-0" 7'-0' 1 3/4" HM PT D1 - HM PT F1 - H3 J3 - - B-1 - - L-5 S-1 - - W-1 - - - 103B 103 - SHOP 3'-0" 7'-0' 1 3/4' HM PT D1 - HM PT F1 - H3 J3 - - B-1 - - L-5 S-1 - - W-1 - - - 105A 105 - MENS RESTROOM 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-4 S-1 D-1 M-1 - - - - 106A 106 - BREAK ROOM 3'-0" 7'-0' 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-1 S-1 - - - - - - 107A 107 - RETAIL PARTS 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-2 S-1 - - - - - - 109A 109 - ACCOUNTING 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-2 S-1 - - - - - - 110A 110 - IT CLOSET (2) 3'-0" 7'-0" 1 3/4' WD ST D3 - - - - - - - - - - - - - - - - - - - - TYPICAL BI-FOLD DOOR HARDWARE 110B 110 - IT CLOSET (2) 3'-0" 7'-0" 1 3/4" WD ST D3 - - - - - - - - - - - - - - - - - - - - TYPICAL BI-FOLD DOOR HARDWARE 111A 111 - HALLWAY 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-5 S-1 - - - - - - 201A 1201 - SALES/ SHOWROOM (2) 3'-0" 7'-0" 1 3/4" AL 1CLA D2 T AL CLA F12 - H2 J2 - - B-2 - - L-6 - D-1 - W-1 - - - 201B 201 - SALES/ SHOWROOM (2) 3'-0" 7'-0" 1 3/4" AL CLA D2 T AL CLA F12 - H2 J2 - - B-2 - - L-6 - D-1 - W-1 - - - 201C 201 - SALES/ SHOWROOM 3'-0" 7'-0" 1 3/4" HM I PT D1 - HM PT F1 - H3 J3 - - B-1 - - L-5 S-1 D-1 - W-1 - - - 201D 201 - SALES/ SHOWROOM (2) 4'-0" 7'-0" 1 3/4' HM PT D1 - HM PT F2 - H3 J3 - - B-1 - - L-5 S-1 D-1 - W-1 - - - 202A 202 - WOMENS RESTROOM 3'-O" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 P-1 - - S-1 D-1 M-1 W-1 - - - 203A 203 - MENS RESTROOM 3'-0" 7'-0' 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 P-1 - - S-1 D-1 M-1 W-1 - - - 205A 205 - MANAGER OFFICE 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-2 S-1 - - - - - - 206A 206 - F&I OFFICE 3'-0" 7'-0" 1 3/4' WD ST D1 - HM PT F1 - H1 J1 - - B-1 - - L-2 S-1 - - - - - - 207A 207 -TOWER 4'-0" 7'-0" 1 3/4" AL CLA D2 - AL CLA F1 - H2 J2 - - B-2 - - L-6 S-1 D-1 - W-1 - - - 208A 268 - DISPLAY 3'-0" 7'-0" 1 3/4" WD ST D1 - HM PT F1 - H1 J1 - __ - B-1 - - L-2 S-1 - - - - - - 209A 209 - FIRE RISER 3'-0" 7'-0" 1 3/4" HM PT D1 - HIM PT F1 - H1 J1 1 - - B-1 - - L-3 S-1 - - - - - - a d 5 8" GYPSUM WALLBOARD / d a TILT -UP CONCRETE WALL PANEL a 1' INSULATED CLEAR Nf- a a a TEMP. GLASS a Q METAL STUDS PER WALL TYPE STOREFRONT FRAMING d ° TILT -UP CONCRETE a ° ° m HOLLOW METAL DOOR FRAME a WALL PANEL a. ° MEDIUM STYLE ° C ° C STOREFRONT ENTRANCE 204 ALLUMINUM DRIP EDGE FLUSH WOOD DOOR OR HOLLOW METAL DOOR 1" INSULATED CLEAR TEMP. GLASS DRIP EDGE DOOR FRAME WEATHER STRIPPING HOLLOW METAL DOOR 5 OVERHEAD SECTIONAL DOOR Q Q HEAD DETAIL H1 HEAD DETAIL H2 HEAD DETAIL H3 HEAD DETAIL H4 1-1/2• - 1' 1-1/2` = 1' 1-1/2• = 1' 1-1/25 - 1' 6" DIA. PIPE BOLLARD 5/8" GYPSUM WALLBOARD TILT —UP CONCRETE WALL PANEL , N Z FLUSH WOOD DOOR OR TILT -UP CONCRETE HOLLOW METAL DOOR MEDIUM STYLE WALL PANEL EXTERIOR STOREFRONT ENTRANCE 2" DOOR FRAME a a a a. a Or [SECTIONAL a a a OVERHEAD DOOR z V a d ° d Q a r a Z HOLLOW METAL DOOR FRAME 1" INSULATED CLEAR TEMP. INSULATED CLEAR TEMP. GLASS a : cs PREFINISHED 'Z' °O — — — — - METAL STUDS GLASS HOLLOW DOOR TRACK GUARD SLOPE FLOOR SLAB PER WALL TYPE STOREFRONT METAL DOOR INTERIOR TOWARD OPENING FRAMING (PROVIDE REQUIRED ANCHORS TO TILT -UP PANELS) TYPICAL AT ALL DRIVE-IN DOORS JAMB DETAIL J1 JAMB 1-1/20 - 1' DETAIL J2 JAMB 1-1/2• = 1' DETAIL J3 JAMB DETAIL J4 1-1/2• = 1' 2'. i F'-nr 3'-10" 2' 3'-9' 2" 3'-9' 2" 3'-10' Y 6 I LO GLASS SCHEDULE ALL GLASS TO BE TYPE 'A' UNLESS NOTED OTHERWISE. TYPE 'A' - 1" THICK INSULATED GLASS WITH SOLARBAN 70XL ON SOLARGREY LOW E OVER 1/4' CLEAR INSIDE WITH )�" AIRSPACE. TYPE 'B' - TEMPERED 1" THICK INSULATED GLASS WITH SOLARBAN 70XL ON SOLARGREY LOW E OVER 1/4" CLEAR INSIDE WITH )�" AIRSPACE. PROVIDE THERMALLY IMPROVED MULLION SYSTEM FOR ALL STOREFRONT FRAMING ALL STOREFRONT FRAMING TO BE BRONZE ANODIZED. 6'-0' 4'-2' 6'-2r FRAME ELEVATIONS 0 SCALE: 1/4'=1'—O" 8 2' i -)I—n" 3'-9' 2" 3'-10" 2" 3'-9" 2' HARDWARE SCHEDULE HINGES f PIVOTS DES. QTY. TYPE MODEL # FINISH BRAND B-1 3/11JEAF OFFSET PIVOTS MFG. STD. TBD TBD B-2 3/LEAF HINGES FBB179 US26D STANLEY LATCH -FUNCTION DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 PASSAGE -NON LOCKING D SERIES US26D SCHLAGE OR EQUAL L-2 1 OFFICE D SERIES US26D SCHLAGE OR EQUAL L-3 1 STORAGE D SERIES US26D SCHLAGE OR EQUAL L-4 1 PRIVACY D SERIES US26D SCHLAGE OR EQUAL L-5 1 CLASSROOM D SERIES US26D SCHLAGE OR EQUAL L-6 1 RIM CYLINDER W/ MFG. STD. US26D SCHLAGE OR EQUAL THUMBTURN SOP DES. QTY. TYPE MODEL # FINISH BRAND S-1 1/LEAF FLOOR STOP 3310 US26D DCI OR EQUAL CLOSER DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE MTD. CLOSER MFG. STD. TBD TBD D-2 1/LEAF SURFACE MTD. CLOSER 7700 US26D NORTON OR EQUAL MISCELLANEOUS DES. QTY. TYPE MODEL # FINISH BRAND M-1 1/LEAF KICK PLATE 8"04" US32D HIAWATHA OR EQUAL WEATHER STRIP DES. QTY. TYPE MODEL # FINISH BRAND W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. MFG. STD. AND THRESHOLD PUSH PULL DES. QTY. TYPE MODEL # FINISH BRAND P-1 1 PULL HANDLE 30E 26D HAGER OR EQUAL 1 PUSH PLATE 30S 26D HAGER OR EQUAL DOOR SCHEDULE NOTES: 1. PROVIDE MEDIUM GRADE ADA LEVER HARDWARE TO MATCH STANLEY TRIM PROFILE 16D - BRUSHED CHROME FINISH. 2. COORDINATE KEYING LOCK SETS WITH TENANT. 3. ALL EXIT DOOR HARDWARE TO MEET THE REQUIREMENTS OF LIFE SAFETY CODE 101, SECTION 7.2.1.6.2. 4. INTERIOR WOOD DOORS TO BE BUILDING STANDARD, MATCH EXISTING STAIN/FINISH. 5. VERIFY SECURITY HARDWARE WITH TENANT. 6. ALL HARDWARE MAY BE SUBSTITUTED FOR EQUAL WITH ARCHITECT'S APPROVAL. 7. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED WITH SEMI -GLOSS ENAMEL TO MATCH ADJACENT WALL COLOR. 8. PROVIDE SILENCERS (3) PER SINGLE DOOR BY IVES AT ALL DOORS. MANUFACTURER MAY BE SUBSTITUTED AT OWNERS REQUEST. 9. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF DOORS THAT ARE UNDERCUT. 10. VERIFY WALLBEFORE ORDERING H.M. FRAMES. SE SCHED. HI SE u'vv _IkA LH of D1 D2 D3 DOOR ELEVATIONS 2010 SCALE: 1/4"=1'-O" 8 GENERALNOTES: A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, 'A' SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/120. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND FLORIDA BUILDING CODE. L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED SPACE AS NECESSARY. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE WITH OWNER. Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS WALL TYPES: q NOTES: 1. ALL WALLS GO TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. 3. CONSTRUCT ALL STUD WALL FRAMING TO FEET MANUFACTURER'S MINIMUM REQUIREMENTS FOR FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 DEFLECTION. UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT BE LESS THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2" FROM EACH END. B. FASTEN STUD FLANGE TO RUNNER TRACK WITH %" TYPE S PAN HEAD SCREWS. C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE FASTENED WITH "MOLLY" -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR SCREWS INTO CHANNELS, SPLINES, "T" °RUNNERS, OR OTHER MEMBERS. W1 V 25 GA. METAL STUDS ® 24" O.C. WITH %' GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER ;� SOUND BATT INSUL W2 6 16 GAUGE METAL STUDS ® 24 O.C. WITH GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL i%" 25 GA. METAL STUDS ® 24' O.C. W/ ONE SIDE %" W3 GYPSUM BOARD ONLY, ORANGE PEEL FINISH & ONE LAYER R11 BATT INSULATION IN EACH STUD;CAVITY. PROVIDE kt �-.;_r..-•;=:::•,:+:;t.,,: AIR SPACE BETWEEN METAL STUDS AND CONCRETE TILT WALL. SEE 6/A402. - VV4 6" 16 GA. METAL STUDS ® 16' O.C. WITH %" GYP. BOARD " EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT LEM INSUL. EXTEND WALL TO ROOF STRUCTURE. SEE 5/A402. YY5 6' 16 GA. METAL STUDS A 16" O.C. WITH %" GYP. BOARD " EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. Q W6 V 16 GA. METAL STUDS ® 24" O.C. WITH W/ ONE SIDE %" GYPSUM BOARD ONLY, ORANGE PEEL FINISH. 77 EXTEND WALL TO ROOF STRUCTURE. ` 3%' 16 GA. METAL STUDS ® 24" O.C. WITH %" GYP. W7 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT INSUL EXTEND WALL 3'�-6" ABOVE MEZZANINE AS APPLICABLE r_i r 1 F 4 F5 F6 1 A9—A" 4'-0" 5' 4'-2' �r TEMPERED GLASS �r TEMPERED GLASS �r TEMPERED GLASS TEMPERED GLASS 5'-0" �r TEMPERED GLASS owner: MCKEE CONSTRUCTION Co. 135 West Centml Blvd., Suite 340 Orlando, Florida 32801 TEU 407.363.6136 M26DO1097 oCopyright 2017 Project: SKY POWER SPORTS OP & STORA BUILDING arwEsroORIDA ax�� sir' Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: (1 DOOR SCHEDULE & DETAILS RevWmc AOWNER REVISIONS 12/11/17 beve Date Drawn By Checked By 10/0/17 DLC CMS A501____J1 F7 F9 F10 F11 F12 F13 F14 F15 F16 'F17 F18 INTERIOR %" TEMPERED GLASS WITH POLISHED EDGES. PROVIDE BLACK NEOPRENE GASKET AT PERIMETER OF GLAZING AND SET WITHIN ANODIZED ALUMINUM 1X2 FRAME. Project 111illumber 17002 1000 GENERAL NOTES: 1. STRUCTURAL CONTRACT DOCUMENTS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. REVIEW ALL DOCUMENTS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL CONTRACT DOCUMENTS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. DO NOT SCALE DRAWINGS. 5. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 6. STRUCTURAL CONSTRUCTION DETAILING NOT SPECIFICALLY SHOWN SHALL BE PERFORMED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIALS. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL CONTRACT DOCUMENTS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF SCHUCHMANN STRUCTURAL ASSOCIATES IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE DESIGN INTENT OF THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK PERFORMED. 11. A FIELD REPRESENTATIVE OF EACH DELEGATED ENGINEER SHALL PERFORM SITE OBSERVATIONS (ONE MINIMUM) AS REQUIRED TO DETERMINE IF THE WORK OF THE DELEGATED ENGINEER IS PROCEEDING IN GENERAL CONFORMANCE WITH THE INTENT OF THE SHOP DRAWINGS PREPARED AND SUBMITTED BY THE DELEGATED ENGINEER. A WRITTEN FIELD OBSERVATION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD NOTING CONDITION OF WORK. 12. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO OBTAIN LIFESPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A CORROSIVE (SALT) ENVIRONMENT OR OTHER HARSH CHEMICALS. 13. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" IS USED AS A REFERENCE ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF INDEPENDENT PREPARATION OF SHOP DRAWINGS IS PROHIBITED. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2014 EDITION AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010 EDITION (ASCE 7-10): ROOF LOAD: LIVE LOAD..............................................20 PSF COLLATERAL LOAD ALLOWANCE............ 5 PSF PURLIN AND RAFTER FRAMING .............. 6 PSF METAL ROOF PANELS AND MISC........... 2 PSF 1060 DESIGN LOADS (CONT'D.): MEZZANINE FLOOR LOAD: LIVE LOAD..............................................125 PSF FLOOR DEAD LOAD ................................ 10 PSF ALL ADDITIONAL LIVE AND DEAD LOADS SHALL BE DETERMINED AND SPECIFIED BY THE METAL BUILDING MANUFACTURER AND THE OWNER. WIND: WIND SPEED: Vult = 139MPH, Vasd = 108MPH RISK CATEGORY = II IMPORTANCE FACTOR = 1.0 EXPOSURE "C" ENCLOSURE CLASSIFICATION = ENCLOSED GCpi = f0.18 WIND DIRECTIONALITY FACTOR Kd = 0.85 SEE SHEET SO.03 FOR COMPONENTS AND CLADDING PRESSURES 1330 SHOP DRAWING REVIEW: 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWINGS SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL BE SUMITTED IN A DIGITAL, PDF FORMAT ONLY. ONE REVIEWED AND COMMENTED DIGITAL SET WILL BE RETURNED FROM WHICH THE CONTRACTOR SHALL MAKE PRINTS AS REQUIRED FOR DISTRIBUTION. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECTS/ENGINEERS CURRENT HOURLY RATES. 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED REGISTERED PROFESSIONAL ENGINEER: A. PRE-ENGINEERED METAL BUILDINGS OR ASSEMBLIES B. PRE-ENGINEERED METAL HAND RAILS 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY THE SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED REGISTERED PROFESSIONAL ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER OF RECORD WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A REGISTERED PROFESSIONAL DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DO NOT REQUIRE THE SEAL OF A DELEGATED REGISTERED PROFESSIONAL ENGINEER. 7. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED REGISTERED PROFESSIONAL ENGINEER. C. THAT THE DELEGATED REGISTERED PROFESSIONAL ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). 8. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. 1333 SUBMITTALS: 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: A. STRUCTURAL STEEL FRAMING B. STRUCTURAL STEEL CONNECTIONS C. LIGHT GAUGE METAL FRAMING D. LIGHT GAUGE METAL MEMBER CONNECTIONS E. CONCRETE MIX DESIGNS F. FOUNDATION REINFORCING STEEL G. PRE-ENGINEERED METAL BUILDINGS (*) H. PRE-ENGINEERED METAL HAND RAILS (*) ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. 2310 FOUNDATIONS - W/SOIL REPORTS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT No.: G17099 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. TITLE: REPORT OF GEOTECHNICAL STUDY SKY POWER SPORTS DATE: AUGUST 24, 2017 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. 1. NO CONCRETE FOR SLABS -ON -GRADE SHALL BE PLACED WITHOUT AN INSPECTION OF THE SUBGRADE AND A WRITTEN AUTHORIZATION BY THE ARCHITECT OR SOILS ENGINEER TO PROCEED WITH THE PLACEMENT OF THE SLAB. 2. EARTHWORK OPERATIONS SHALL BE PERFORMED UNDER THE DIRECTION OF A PROFESSIONAL TESTING AGENCY TO ASSURE COMPLIANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. 3. EXCAVATIONS FOR FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE. WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION WILL STAND FIRM, VERTICAL AND SQUARE, THE SIDES OF THE FOOTING MAY BE CAST DIRECTLY AGAINST THE EARTH PROVIDED OVERALL FOOTING WIDTH IS INCREASED BY ONE INCH IN EACH HORIZONTAL DIRECTION. WHERE SOIL CONDITIONS DO NOT ALLOW THIS, THE SIDES OF FOOTINGS SHALL BE FORMED. 3302 CONCRETE: 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (CURRENT EDITION), "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 2. CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: LOCATION STRENGTH SLUMP MAX AGGREGATE FOUNDATIONS 3,000 PSI 4-6" #57 (3/411) RETAINING WALL 4,000 PSI 4-6" #57 (3/4") SLABS ON GRADE 4,000 PSI 4-6" #57 (3/4") TILT -UP PANELS 4,000 PSI 4-6" #57 (3/4") OTHER STRUCTURAL CONCRETE 4,000 PSI 4-6" #57 (3/4") 3. CONCRETE FOR THE SLAB ON GRADE SHALL DEVELOP A MINIMUM FLEXURAL STRENGTH OF 570PSI. THIS SHALL BE DETERMINED BY TESTING STANDARD BEAMS IN ACCORDANCE WITH ASTM C78-64 CURED AT FIELD CONDITIONS. 4. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION AND SHALL IDENTIFY ITS INTENDED USE WITHIN THE PROJECT. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 5. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 6. THE MAXIMUM TIME ALLOWED FROM THE TIME MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THAT NOTED ABOVE. 7. IT SHALL BE PROHIBITED TO ADD WATER TO THE CONCRETE MIX ON SITE WITHOUT THE WRITTEN CONSENT AND APPROVAL OF THE CONCRETE MIX DESIGNER WHO SHALL CERTIFY THAT ADDITION OF WATER WILL NOT ADVERSELY AFFECT THE STRENGTH OR PERFORMANCE OF THE CONCRETE. IN ADDITION, IF WATER IS ADDED, THE SLUMP SHALL BE RECORDED PRIOR TO AND AFTER ADDITION OF THE WATER. 8. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 3302 CONCRETE (CONT'D.): 9. CALCIUM CHLORIDES SHALL NOT BE UTILIZED. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER OF RECORD. 10. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, SECTION 6.3. 11. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. 12. INTERIOR SLABS SHALL RECEIVE A SMOOTH, HARD STEEL TROWELLED FINISH. EXTERIOR FLATWORK SHALL RECEIVE A LIGHT BROOM FINISH AS REQUIRED TO LEAVE THE SURFACE SLIP RESISTANT. 13. PLACE CONCRETE IN ACCORDANCE WITH ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. IN SLABS, FOOTINGS, ETC., LIMIT FREE FALL DROP TO 3'-0". ALL PRECAUTIONS SHALL BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. 3310 REINFORCING STEEL: 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: TILT-UPWALL PANELS Vo FOOTINGS 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2"-#6 BARS OR LARGER 1-1/2"-#5 BARS OR SMALLER 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. WHERE REINFORCING BARS ARE PROVIDED IN CONCRETE SLABS (ON GRADE OR ELEVATED), THE REINFORCING STEEL SHALL BE SUPPORTED BY CHAIRS OR BOLSTERS SPACED AT 48 "O.C. (MAX.) EACH DIRECTION TO INSURE THE REINFORCING REMAINS CENTERED WITHIN THE THICKNESS OF THE SLAB UNLESS OTHERWISE NOTED. STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET TITLE REV.1 80.01 STRUCTURAL GENERAL NOTES AND DRAWING INDEX S0.02 STRUCTURAL GENERAL NOTES REV.1 SO.03 WIND PRESSURE DIAGRAM AND SCHEDULE S1.01 FOUNDATION AND SLAB ON GRADE PLAN - NORTH S1.02 FOUNDATION AND SLAB ON GRADE PLAN - SOUTH REV.1 S1.03 LT. GA. FRAMING LAYOUT AND MEZZANINE FRAMING PLAN REV.1 S1.04 ROOF AND CANOPY FRAMING PLAN - NORTH REV.1 S1.05 ROOF AND CANOPY FRAMING PLAN - SOUTH S2.01 FOUNDATION - SLAB -ON -GRADE DETAILS S2.02 FOUNDATION - SLAB -ON -GRADE DETAILS S2.03 FOUNDATION - SLAB -ON -GRADE DETAILS 83.01 MEZZANINE FRAMING DETAILS S4.01 ROOF FRAMING DETAILS S4.02 ROOF FRAMING DETAILS REV.1 S4.03 CANOPY FRAMING DETAILS REV.1 S4.04 CANOPY FRAMING DETAILS S5.01 STEEL PECE DETAILS REV.1 TO.01 TILT -UP PANEL CASTING LAYOUT PLAN - NORTH REV.1 TO.02 TILT -UP PANEL CASTING LAYOUT PLAN - SOUTH T1.01 TILT -UP PANEL DIMENSIONAL CONTROL PLAN - NORTH T1.02 TILT -UP PANEL DIMENSIONAL CONTROL PLAN - SOUTH T1.03 TILT -UP PANEL EDGE AND CORNER DETAILS REV.1 T1.04 TILT -UP PANEL ASSEMBLY DRAWING REV.1 T1.05 TILT -UP PANEL ASSEMBLY DRAWING REV.1 T2.01 TILT -UP PANEL LAYOUT P01-PO4 REV.1 T2.02 TILT -UP PANEL LAYOUT P05-P08 REV.1 T2.03 TILT -UP PANEL LAYOUT P09-P12 TL04 TILT -UP PANEL LAYOUT P13-P16 T2.05 TILT -UP PANEL LAYOUT P17-P20 REV.1 T2.06 TILT -UP PANEL LAYOUT P21-P24 REV.1 T2.07 TILT -UP PANEL LAYOUT P25-P28 T2.08 TILT -UP PANEL LAYOUT P29-P34 T2.09 TILT -UP PANEL LAYOUT P35-P40 REV.1 R1.01 TILT -UP PANEL REINFORCING POI-PO4 REV.1 R1.02 TILT -UP PANEL REINFORCING P05-POB REV.1 R1.03 TILT -UP PANEL REINFORCING P09-P12 R1.04 TILT -UP PANEL REINFORCING P13-P16 R1.05 TILT -UP PANEL REINFORCING P17-P20 R1.06 TILT -UP PANEL REINFORCING P21-P24 REV. 1, R1.07 TILT -UP PANEL REINFORCING P25-P28 R1.08 TILT -UP PANEL REINFORCING P29-P34 R1.09 TILT -UP PANEL REINFORCING P35-P40 REV.1 1.1131.01 HELICAL GROUND ANCHOR LAYOUT PLAN - NORTH REV.1 LB1.02 HELICAL GROUND ANCHOR LAYOUT PLAN - SOUTH REV.1 L62.01 TILT -UP PANEL LIFTING AND BRACING P01-PO4 REV.1 L62.02 TILT -UP PANEL LIFTING AND BRACING P05-POB REV.1 L1132.03 TILT -UP PANEL LIFTING AND BRACING P09-P12 REV.1 LB2.04 TILT -UP PANEL LIFTING AND BRACING P13-P16 REV.1 L1132.05 TILT -UP PANEL LIFTING AND BRACING P17-P20 LB2.06 TILT -UP PANEL LIFTING AND BRACING P21-P24 REV.1 LB2.07 TILT -UP PANEL LIFTING AND BRACING P25-P28 LB2.08 TILT -UP PANEL LIFTING AND BRACING P29-P34 LB2.09 TILT -UP PANEL LIFTING AND BRACING P35-P40 MOKO!OCONSTRUCTION C GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA N0. 27082 Prolach SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 32146 Scope Drawboi These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Tin. 11 STRUCTURAL GENERAL NOTES AND DRAWING INDEX ROVNI as, 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. awe Dab Dram By CMckod By ~ wrwm calm na 10/16/17 CO/JTS JTS00 SEAL ���• NO. 2 •:2% � • S E OF ;��Drawing Nmdm S0001 ow1w, 3313 WELDABLE REINFORCING STEEL: 1. WHERE WELDING OF REINFORCING STEEL IS REQUIRED, THE REINFORCING STEEL USED SHALL HAVE THE PROPER COMPOSITION TO BE WELDABLE OR SHALL BE ASTM A706 GRADE 60 DEFORMED BARS. WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE -REINFORCING STEEL" (AWS D1.4) OF THE AMERICAN WELDING SOCIETY, LATEST EDITION. 3400 CONCRETE TESTING: 1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 7 DAYS 2 AT 28 DAYS 1 RESERVE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28-DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARD. 2. WHEN A FLEXURAL STRENGTH IS SPECIFIED, A MINIMUM OF THREE TEST BEAMS SHALL ALSO BE MADE. ONE CYLINDER AND BEAM SHALL BE TESTED AT 7 DAYS AND TWO AT 28 DAYS. FOR TILT -UP WALL PANELS, ONE BEAM SHALL BE BROKEN AT 7 DAYS AND THE OTHER TWO AS REQUIRED TO ASSURE THAT THE REQUIRED FLEXURAL STRENGTH HAS BEEN REACHED PRIOR TO LIFTING. ALL CONCRETE TESTING TO BE PAID FOR BY THE OWNER. COPIES OF ALL CONCRETE TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER. 3470 TILT -UP WALL PANELS: 1. TILT -UP WALL PANELS SHALL BE OF THE CONFIGURATION SHOWN ON THE DRAWINGS AND SHALL HAVE THE REINFORCEMENT SHOWN. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF JOIST SEATS, BRIDGING CONNECTIONS, DECK ANGLE CONNECTIONS, EMBEDS, ETC., WITH THE APPROVED STEEL JOIST SHOP DRAWINGS AND WITH THE STRUCTURAL DRAWINGS. 2. DO NOT CONSTRUCT FORMWORK, REINFORCING STEEL, OR PLACE CONCRETE DURING RAIN OR ADVERSE WEATHER UNLESS APPROVED MEASURES ARE TAKEN TO PREVENT DAMAGE. DURING PERIOD OF DRY WINDS, LOW HUMIDITY, HIGH TEMPERATURES, AND OTHER CONDITIONS CAUSING RAPID DRYING. PROTECT FRESH CONCRETE WITH AN EVAPORATION RETARDANT (MONOMOLECULAR FILM) OR FINE FOG SPRAY OF WATER APPLIED IMMEDIATELY AFTER SCREEDING AND BULL FLOATING. MAINTAIN PROTECTION UNTIL FINAL FINISHING AND CURING COMPOUNDS ARE APPLIED. 3. THE SLAB SHALL BE PRETREATED WITH A RELEASING AGENT PRIOR TO PLACEMENT OF CONCRETE FOR THE TILT UP. MANUFACTURER'S REQUIREMENTS SHALL BE UTILIZED IN PLACING OF THE RELEASING AGENT. CONTRACTOR SHALL BE RESPONSIBLE TO INSURE CURING AGENTS, SEALANTS, AND RELEASING AGENTS UTILIZED IN THE WORK ARE COMPATIBLE WITH EACH OTHER AND OTHER FINISHES, INCLUDNG PAINT, AND WITH THE FLOOR FINISH. 4. DIMENSIONS OF THE FINISHED PANELS, AT THE TIME OF ERECTION IN THE STRUCTURE, SHALL CONFORM TO THE TOLERANCES FOR PRECAST, NON -PRESTRESSED ELEMENTS IN ACI 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS, UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ARCHITECT/ENGINEER. 5. INTERIOR AND EXTERIOR FINISHED PANEL SURFACES, AT A MINIMUM, SHALL COMPLY WITH THE FOLLOWING: A. ALL PANEL SURFACES SHALL BE FREE OF ALL VOIDS, HOLES, POCKETS AND OTHER SURFACE DEFORMATIONS GREATER THAN 1/8". B. SURFACES OF PANELS SHALL NOT PROJECT REINFORCING PATTERNS, FLOOR JOINTS, OR OTHER VOIDS FROM THE CASTING SURFACE. C. ALL SURFACE REPAIRS MUST BE PERFORMED IN SUCH A WAY AS TO PREVENT THE PROJECTION OF REPAIR STROKES THROUGH THE INTENDED FINISH. D. REVEALS MUST BE MAINTAINED IN THE DESIGNED POSITIONS. DEVIATIONS GREATER THAN 1 /4" FROM ANY LOCATION WILL NOT BE PERMISSIBLE. E. THE GENERAL CONTRACTOR SHALL BE THE ULTIMATE AUTHORITY FOR APPROVAL OF NON-STRUCTURAL FINISHED SURFACE CONDITIONS. 6. ALL PANEL JOINTS SHALL BE FORMED AND SHALL BE 3/4". ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED. 7. TILT -UP WALL PANELS HAVE BEEN DESIGNED TO WITHSTAND GRAVITY LOADS AND WIND LOADS AS INDICATED IN THE DRAWINGS. 8. THE WALL PANELS SHALL NOT BE LIFTED UNTIL THE CONCRETE HAS ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A MINIMUM FLEXURAL STRENGTH OF 550 PSI AS DETERMINED BY BREAKING STANDARD BEAMS IN ACCORDANCE WITH ASTM C78-64 CURED AT FIELD CONDITIONS. 9. LIFTING HARDWARE, INSERTS, BRACES, AND RELATED EMBEDDED AND ATTACHED ITEMS SHALL BE MANUFACTURED SPECIFICALLY FOR TILT -UP CONSTRUCTION. 3470 TILT -UP WALL PANELS (CONT'D.): 10. PANELS NOT ATTACHED TO THE BUILDING FRAME AT THE TIME OF ERECTION SHALL BE BRACED IN POSITION USING A BRACING SYSTEM DESIGNED TO RESIST A CONSTRUCTION PERIOD WIND LOAD AS STIPULATED IN TILT -UP CONCRETE ASSOCIATIONS GUIDELINE FOR TEMPORARY WIND BRACING OF TILT -UP CONCRETE PANELS DURING CONSTRUCTION UNTIL PERMANENT BRACING IS IN PLACE. 11. MISCELLANEOUS OPENINGS MAY BE REQUIRED FOR FIRE LINES, PLUMBING, SANITARY LINES, ELECTRICAL CONDUITS, ETC. CORE DRILLING AFTER ERECTION OF PANELS MUST HAVE THE APPROVAL OF THE ARCHITECT AND ENGINEER PRIOR TO PERFORMANCE OF THE WORK. 12. GROUT UNDER WALL PANELS SHALL BE PORTLAND CEMENT, SAND AND PEA GRAVEL (3/8" MAXIMUM SIZE AGGREGATE), WITH A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 13. COLD JOINTS SHALL NOT BE PERMITTED IN AN INDIVIDUAL TILT -UP PANEL. 14. PANELS DAMAGED DURING ERECTION, NON-STRUCTURAL CRACKS WIDER THAN 0.012", PERMANENT BOWING OCCURRING FROM ERECTION, AND SPALLS, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. 15. THE TILT -UP WALL PANEL THICKNESS SHALL BE AS NOTED ON THE DRAWINGS. 16. INSIDE FACE OF PANELS SHALL BE STEEL TROWELED. 5120 STRUCTURAL STEEL: 1. ALL STEEL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" - ALLOWABLE STRESS DESIGN AND LOAD AND RESISTANCE FACTOR DESIGN, AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION. 2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: WIDE FLANGE SHAPES ASTM A572 GRADE 50 or ASTM A992 (Fy--50 KSI) ANGLES, CHANNELS AND PLATES ASTM A36 (Fy=36 KSI) HIGH STRENGTH BOLTS ASTM A325 THREADED RODS ASTM A36 (Fy=36 KSI) HEAVY HEX NUTS ASTM AS63 HARDENED STEEL WASHERS ASTM F436 ANCHOR RODS ASTM F1554 GR. 36 (Fy--36 KSI) HEADED STUD ANCHORS ASTM A108 (Fy--50 KSI) 3. ANCHOR RODS SHALL CONFORM TO THE LATEST EDITION OF THE "DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", ASTM DESIGNATION F1554, GRADE 36 OR GRADE 55 WITH WELDABILITY SUPPLEMENT S1 AND THE CARBON EQUIVALENT FORMULA IN ASTM F1554 SECTION S1.5.2.1 4. CONNECTIONS: A. BOLTS SHALL BE HIGH -STRENGTH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY THE "TURN OF THE NUT" METHOD (SNUG -TIGHT PLUS 1/2 TURN AND JAMB THREADS) (U.N.O.). B. C. WELDING ELECTRODES SHALL BE PER AWS D1.1. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1 /2" AT EACH END. D. SHOP CONNECTIONS SHALL BE WELDED UNLESS OTHERWISE NOTED. E. FIELD CONNECTIONS SHALL BE MADE WITH A325 BOLTS, SIZE AS PER PLAN, UNLESS OTHERWISE NOTED. MATERIAL AND WORKMANSHIP FOR HIGH STRENGTH BOLTS SHALL CONFORM TO AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", LATEST EDITION. 5. CUTS, HOLES, COPINGS, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS FOR THE STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP. BURNING OF HOLES OR CUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT AS APPROVED BY THE STRUCTURAL ENGINEER. 6. SHOP PAINT ALL NEW STRUCTURAL, MISCELLANEOUS AND EMBEDDED STEEL, EXCEPT THOSE SURFACES IN CONTACT WITH CONCRETE, WITH ONE COAT OF APPROVED PRIMER. ANY SCARRED AREAS SHALL BE TOUCHED UP WITH THE SAME PAINT AFTER ERECTION. 7. ALL GALVANIZING SHALL CONFORM TO ASTM A123 "SPECIFICATIONS FOR ZINC (HOT GALVANIZED) COATINGS ON PRODUCTS FABRICATED FROM ROLLED, PRESSED AND FORGED STEEL SHAPES, PLATES, BARS AND STRIP." MINIMUM AVERAGE COATING SHALL BE AT LEAST 2.3 OUNCES PER SQUARE FOOT. SEE PLANS FOR ALL ITEMS REQUIRING GALVANIZING. 8. ALL GALVANIZING DAMAGED BY WELDING OR OTHER MEANS SHALL BE RECOATED TO THE ORIGINAL THICKNESS WITH GALVANIZING MATERIAL. 5122 WELDING: 1. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS D1.1 "STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. 2. WELDING ELECTRODES SHALL BE E70XX. 3. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. 5124 SHEAR STUD CONNECTORS: 1. HEADED STUDS, SIZE AS PER PLAN, SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO ASTM A108 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI AND A MINIMUM YIELD STRENGTH OF 50,000 PSI (0.2% OFFSET), AS MANUFACTURED BY NELSON STUD WELDING DIVISION OR APPROVED EQUIVALENT. WELD STUDS TO DEVELOP FULL STUD CAPACITY. 5400 LIGHT GAUGE COLD -FORMED STEEL: 1. 5400 ENGINEERING, LLC WAS RETAINED TO PROVIDE DESIGN SERVICES FOR ALL LOAD BEARING LIGHT GAUGE STEEL FRAMING. WE RECOMMEND CONTACTING THEM FOR PRODUCTION OF FIELD USE SHOP DRAWINGS. 5400 ENGINEERING, LLC 10598 LAKE HILL DRIVE CLERMONT, FLORIDA 34711 OFFICE: (855) 573-5400 WWW. 5400EN GI N EERI N G. COM 2. ALL LIGHT GAGE JOISTS AND/OR STUDS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, GAUGE, AND SPACING SHOWN ON THE DRAWINGS. ALL LIGHT GAGE STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 3. SUBMIT MANUFACTURERS DATA AND LOAD TABLES FOR REVIEW. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS PRESENTED, SIMILAR DETAILS SHALL BE USED SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. SUBMIT WRITTEN REQUESTS TO THE ENGINEER OF RECORD FOR THE APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THESE DOCUMENTS. SPLICING, CUTTING, NOTCHING, OR OTHER ALTERATIONS TO ANY STRUCTURAL MEMBER NOT SPECIFICALLY DETAILED IN THESE DRAWINGS ARE NOT PERMITTED WITHOUT THE ENGINEER OF RECORD'S WRITTEN AUTHORIZATION. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. NOTIFY THE ENGINEER OR RECORD OF ANY DISCREPANCIES BETWEEN THE ACTUAL FIELD CONDITION AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH WORK. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUB-CONTRACTOR TO DETERMINE AND INSTALL THE TEMPORARY BRACING FOR THE STRUCTURE, INCLUDING THE COLD FORMED STEEL FRAMING. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUB-CONTRACTOR TO CONFIRM ALL DIMENSIONS CONTAINED HEREIN PRIOR TO FABRICATION OR ERECTION. 9. COLD FORMED STEEL MEMBER PROPERTIES DATA BASED ON PRODUCT TECHNICAL GUIDE BY STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) EFFECTIVE 9/5/14. 10. ALL MEMBERS SHALL HAVE MINIMUM Fy = 33KSI MINIMUM, EXCEPT THAT ALL MEMBERS WITH DESIGN THICKNESS OF 0.0566" OR GREATER SHALL HAVE Fy = 50KSI MIN. 11. ALL STEEL TO BE IN ACCORDANCE WITH ASTM A 1003/A 1003M, W/ G60 GALVANIZED COATING, UNLESS A MORE STRINGENT COATING IS REQUIRED BY PROJECT SPECIFICATIONS. 12. WHEN PROVIDED, FACTORY PUNCH -OUTS WILL BE LOCATED ALONG THE CENTERLINE OF THE WEBS OF THE MEMBERS AND WILL HAVE A MINIMUM CENTER -TO -CENTER SPACING OF 24". PUNCHOUTS WILL HAVE A MAXIMUM WIDTH = HALF THE MEMBER DEPTH (D/2) OR 2-1/2", WHICHEVER IS LESS, AND A MAXIMUM LENGTH = 4-1/2". UNLESS NOTED OTHERWISE ON THE DRAWING, MEMBER COMPONENTS MAY BE PUNCHED EXCEPT FOR COMPONENTS USED IN TRUSSES. 13. THE MINIMUM DISTANCE BETWEEN THE END OF THE MEMBER AND THE NEAR EDGE OF THE WEB PUNCHOUT = 10". 14. ALL SCREWS SHALL BE A MINIMUM OF #8 EXCEPT WHERE LARGER DIAMETERS ARE NOTED. ALL SCREWS SHALL BE SELF -TAPPING AND SHALL CONFORM TO ASTM C 1513. A MINIMUM OF THREE EXPOSED THREADS SHALL EXTEND THROUGH THE STEEL. SCREWS SHALL PENETRATE THE INDIVIDUAL COMPONENTS OR CONNECTIONS WITHOUT CAUSING PERMANENT SEPARATION BETWEEN THE COMPONENTS. SCREWS SHALL BE INSTALLED IN A MANNER SUCH THAT THE THREADS OR HOLES ARE NOT STRIPPED. SCREWS MUST BE INSTALLED MINIMUM 3 DIAMETERS FROM THE EDGE OF STEEL, AND MUST BE SPACED MINIMUM 3 DIAMETERS APART. SCREW SIZE DIAMETER (INCHES) HEAD (INCHES) #6 0.138 5/16 #8 0.164 5/16 #10 0.190 0.340 #12 0.216 0.340 15. ALL PROPRIETARY FASTENING SYSTEMS AND CLIP HARDWARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 16. WELDING SHALL BE IN ACCORDANCE WITH A.W.S. D1.1 AND D1.3, LATEST ED. ELECTRODES SHALL BE E70XX UNLESS NOTED OTHERWISE. 17. WHERE CONCRETE SCREWS ARE REFERENCED HEREIN, UNLESS NOTED OTHERWISE, INSTALLER TO USE KWIK-CON II, ITW: TAPCON, SIMPSON: TITAN, POWERS: TAPPER OR ENGINEER APPROVED SUBSTITUTION. DIAMETER AND EMBEDMENT AS NOTED IN DETAIL. 18. WHERE POWDER ACTUATED FASTENERS (PAF) ARE REFERENCED HEREIN, UNLESS NOTED OTHERWISE, INSTALLER TO USE HILTI: X-U, ITW RAMSET: TE, SIMPSON: PDPA OR ENGINEER APPROVED SUBSTITUTION, DIAMETER AND EMBEDMENT AS NOTED IN DETAIL. 5400 LIGHT GAUGE COLD -FORMED STEEL (CONT'D.) 19. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR TIGHT ATTACHMENT TO PERPENDICULAR MEMBERS, OR, AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. 20. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR WELDING. 21. WIRE TYING OF FRAMING MEMBERS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. 22. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS. 23. STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH FIRM ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER TRACK. 24. SPLICES IN FRAMING MEMBERS, OTHER THAN RUNNING TRACK, SHALL NOT BE PERMITTED. 25. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. 26. STRUCTURAL MEMBERS NOTED SHALL HAVE SECTION PROPERTIES AS LISTED IN THE PLANS. MEMBER THICKNESS SUMMARY TABLE: DESIGN REFERENCE ONLY DESIGN MIN. DELIVERED INSIDE CORNER THICKNESS GAUGE NO. THICKNESS THICKNESS RADII (INCHES) MILS INCHES INCHES 27 22 0.0283 0.0269 0.0796 33 20 0.0346 0.0329 0.0764 43 18 0.0451 0.0428 0.0712 54 16 0.0566 0.0538 0.0849 68 14 0.0713 0.0677 0.1069 97 12 0.1017 0.0966 0.1525 COLD FORMED STUD (CFS) NOMENCLATURE EXAMPLE MEMBER WEB DEPTH FLANGE WIDTH 1/100 OF INCH �1/100 OF INCH 600� 162 - 54 50KSI YIELD STRESS MEMBER STYLE MIL THICKNESS S=STUD, T=TRACK 1/1000 INCH U=CHANNEL, F=FURRING L=ANGLE 13122 PRE-ENGINEERED METAL BUILDING SYSTEMS: 1. THE PRE-ENGINEERED METAL BUILDING SHALL CONSIST OF A MINIMUM OF ROOF DECK, RIGID FRAMES, GIRDER BEAMS, ROOF PURLINS, GUTTERS AND DOWNSPOUTS, AND FLASHING. DEVIATION FROM BAY SPACING SHOWN ON THE DRAWINGS SHALL NOT BE PERMITTED TO SUIT MANUFACTURERS STANDARDS. 2. THE SYSTEM SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER TO SUSTAIN THE DESIGN LOADS AS SHOWN IN SECTION 1060 DESIGN LOADS, USING FLORIDA BUILDING CODE PROVISIONS FOR PARTIALLY ENCLOSED OR FULLY ENCLOSED STRUCTURES, AS APPROPRIATE. THE DESIGN SHALL BE IN ACCORDANCE TO AISC AND AISI SPECIFICATIONS AND MBMA "METAL BUILDING SYSTEMS MANUAL" DESIGN PRACTICES, LATEST ISSUES. THE FOLLOWING ADDITIONS/ MODIFICATIONS TO SECTION 1060 DESIGN LOADS SHALL BE INCORPORATED: A. ROOF LIVE LOAD = 20PSF (ILL REDUCTION PER BUILDING CODE IS ALLOWABLE) B. WIND LOADS: IMPORTANCE FACTOR = 1.0 C. IDENTIFY AND USE APPROPRIATE COEFFICIENTS FOR WALLS, ROOFS AND CORNERS. D. COLLATERAL LOAD (IN ADDITION TO STRUCTURE WEIGHT) = 5PSF E. SUPPORT OF EQUIPMENT AS SHOWN ON THE STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. F. METAL BUILDING SYSTEMS DEFLECTION LIMITATIONS: PRE-ENGINEERED METAL BUILDING FRAME = L/180 ROOF DIAPHRAGM DEFLECTION = L/240 WIND GIRT/SPANDREL BEAM = L/360 3. THE MANUFACTURER SHALL BE REGULARLY ENGAGED IN METAL BUILDING DESIGN AND MANUFACTURING. CURRENT MBMA MEMBERS ARE APPROVED. OTHERS SHALL SUBMIT PRODUCT DATA FOR REVIEW. 4. LONGITUDINAL WIND BRACING SHALL BE DESIGNED TO TRANSFER LOADS TO THE SUPPORTING TILT -UP PANELS. 5. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED PRIOR TO FABRICATION AND BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. SHOP DRAWINGS SHALL INDICATE THE DESIGN LOADS AND JOB NAME AND NUMBER. THEY SHALL INCLUDE DRAWINGS OF THE FRAMING MEMBERS WITH THE CONNECTIONS, THE ANCHOR BOLT PLAN AND COLUMN BASE REACTIONS. STANDARD CUT SHEETS OF THE ABOVE ARE NOT ACCEPTABLE. STANDARD CUT SHEETS MAY BE SUBMITTED FOR SECONDARY FRAMING CONNECTION DETAILS, FLASHING AND SHEETING DETAILS, ETC. 6. FOUNDATIONS FOR THE PRE-ENGINEERED METAL BUILDING ARE DESIGNED FOR THE FRAME REACTIONS PROVIDED BY KIRBY BUILDING SYSTEMS. COORDINATE ANCHOR BOLT PATTERNS WITH KIRBY ANCHOR BOLT PLAN. R"te CONS GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 ProA" SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3046 Drop These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 a••llw nay STRUCTURAL GENERAL NOTES Roflom 10/16/17 - ISSUED FOR PERMIT bus Date M h ronein coins m Dram By Chookod By 10/16/17 CO/JTS JTS SEAL !�0 NO. 25 S OF SOmO2 20=17=1218 Owners GROSS ROOF PRESSURE TABLE (PSF) TRIBUTARY AREA INTERIOR ZONE 1 (PSF) EDGE ZONE 2 (PSF) CORNER ZONE 3 (PSF) POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 10 17.9 -44.0 17.9 -73.9 17.9 -111.2 20 16.8 -42.9 16.8 -66.4 16.8 -92.5 50 16.0 -41.4 16.0 -55.2 16.0 -66.4 2100 16.0 -40.3 16.0 -47.7 16.0 -47.7 WALL PRESSURE TABLE (PSF) TRIBUTARY AREA INTERIOR ZONE 4 (PSF) CORNER ZONE 5 (PSF) POSITIVE NEGATIVE POSITIVE NEGATIVE 10 40.3 -43.6 40.3 -53.7 20 38.6 -42.0 38.6 -50.4 50 36.6 -39.6 36.6 -45.7 100 34.2 -37.6 34.2 -42.0 200 32.6 -35.6 32.6 -38.3 2 500 30.2 1 -33.6 30.2 -33.6 COMPONENTS AND CLADDING WIND SCHEDULE NOTES: 1. VALUES SHOWN ARE BASED ON ASCE 7-10 WIND CRITERIA. 2. EDGE/CORNER DISTANCE FOR ROOF AND WALLS, a=7'-6" 3. POSITIVE & NEGATIVE VALUES INDICATE WIND PRESSURES ACTING TOWARD & AWAY FROM THE SURFACES, RESPECTIVELY. 4. NET UPLIFT = GROSS UPLIFT -DEAD (DECK & STEEL FRAMING). GROSS UPLIFT PRESSURES SHOWN MAY BE REDUCED BY A NOMINAL DEAD LOAD OF 4PSF IN CONJUNCTION WITH THE APPROPRIATE (ASD OR LRFD) LOAD COMBINATION. PCONSaKTe0GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.12BO WEB: SSA- ENGINEERS. COM FL CA No. 27082 Projects SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3048 Scope Drawls" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. I _ Dr&Mq 1tw« WIND PRESSURE DIAGRAM AND SCHEDULE ROVMO a 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. Mw/Dab Drawn By Chadad By 1/16/l7 CO/JTS JR8 SEAL NO. 25 ��1• E OF .ipt��10 ; Drawing NvRI SO..03 I I hoject WAUMn I I NmIM218 2 51 51 5 u n 310,-0" " 5,_6„ „ „ 25,_6» I 25,_6„ 55 0 2 25 6 25 6 L TO GRID '6' 55'-0" I 255'-0" 1 1 6'-10» 18'-81) '-8° 22'-10" G,e G��p rl 2 3 S1.01 S2.01 S1.01 S2.01 4 1 S2- S1.0.02 00 _F-6.0 �F-6.0 F-6.0_ I F-6.0 -,_ WF- 2.5 WF- 2.5 WF- 2.5 (D WF- 2.5 WF- 2.5 J � J J L J - Q � - :c o 0 1 I l om� I o°°� I �� 00 I ��� ��� ww r� r, ( Sl.ol S2.03 I I O ( CD I z z M I001 =_ N �: I N I 00 I I I 00 r REFER TO SHEET S1.03 FOR - +Qo I I LIGHT GAUGE RAMING AND F_ -I ASSOCIATED F UNDATION co LAYOUT. CD4-o I N I I � I ------ - ------ -I POUR -BACK STRIP 27'-3 1 /4" I 31'-10 1 / " 1 1'-10 1 /2" 1 31'-10 1 /2" I I I ------ --------- -- I --co-I- s1.ol s2.o1 PLACE SLAB IN THE I I I o 1 I EQUIPMENT COURTYARD FLOOR CONSTRUCTION OR N I N 00 I AFTER PANEL ERECTION CONTRACTION JOINTS SPACED AS SHOWN. REFE 'S" I L_---�1 I S+ I I TO DETAIL 6/S2.03. �- .0 I I I I I I I L_ L__-1 _� I -- --- ---I--- 1 F 5 1 3 I I M 1 11 S1.01 S2.01 I S1.01LS2.0151-091 I 1 POUR -BACK 1 L - - CO RDINATE LOCATION I STRIP ( 91'-0 /4" I I 63'-9" 00 I oo WITH G NERAL CONTRACT -1 N N 4. i 27 2 3/8 1 27 -2 3/8 1 1 1 I I 63'-9" CD -PROPOSED SLAB LEAVE-0 T TO I _NI I 1® � � r----I--------- �I1 ALLOW CRANE ACCESS FORANEI � 1 I I 1 ERECTIO . PLACE SLAB IN THIS i REFER TO SHIJET S1.03 FOR I ( AREA ArTER PANEL ERECTION. 1 FLOOR CONSTRUCTION OR I 4'-0" M LIGHT GAUGE RAMING AND I I - o 1 CONTRACTION JOINTS I ASSOCIATED F UNDATION ( °O I SPACED AS SHOWN. REFER I POUR -BACK i LAYOUT. I ( ¢ o 0 0o 1 I TO DETAIL 6/S2.03. I STRIP I N I ( `T � ,- r i I I � m NN 1 00 I /1/2 I I Y I I � zz L_ - "}I 1 1 S1.o1 S2.01( IM.) 1 ¢ J J N 1 N I �mj ry U U co I I I I 1 �of o� o Ir -LIL s WF- 4.0 �p WF- 4.0 WF- 2.5 � WF- 2.5 � WF- 2.5 � WF- - 2 2.5 � WF.5 h+ tih F-6.0 F-6.0 F-6.0 F-6.0 ?�+Q Q��`l, /1/2 3 o I 1 1 S1.01LS2.61 S1.01 S2.o11 00 i CV 27'-6" `S"0 4 5 \�S S1.01 S2.01 S1.01 S2.01 +�o WF-4.0 27'-6" 24'-8 1 /4" 2'-9 3/4» WF-4.0 24'-8 1 /4" 25-6" 25'-6" 2'-9 3/4" F F, 771 +1 ccK sl.olLS2.02 L �lrs� •o 55-0" 21'-2" 27'-8" FOUNDATION /SLAB ON GRADE PLAN - NORTH SCALE: 1/8 11=1 )-of$ EL: 0'-0" (REF.) T/ FINISH FLOOR T/ WALL FOUNDATION NORTH 180° 25'-6" 100640 5 L S1.o1 LS2.o2 .< r •s ooz 27'-8» 10 25'-6" 25'-6" TO GRID '6' FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. TOP OF COLUMN AND WALL FOUNDATION ELEVATION IS (-)1'-0", U.N.O. 2. TOP OF TILT -UP SCREEN WALL PANEL SETTING PAD FOUNDATION ELEVATION IS (-)2'-4", U.N.O. 3. TOP OF FOOTING ELEVATIONS SHALL BE VERIFIED AND COORDINATED WITH THE CIVIL SITE DRAWINGS. ADVISE THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING. 4. EXTEND ALL CONTINUOUS FOOTING REINFORCING THRU THE PAD FOOTINGS. CENTER PAD FOOTING ON WALL PANEL UNLESS NOTED OTHERWISE. 5. THE DEPTH OF THE PAD FOUNDATIONS INTEGRAL WITH THE CONTINUOUS WALL FOUNDATION SHALL EQUAL THE DEPTH OF THE ADJACENT WALL FOUNDATIONS. 6. ALL LAP SPLICES OF THE CONTINUOUS REINFORCING SHALL BE A MINIMUM OF 3'-0". 7. SEE ARCHITECTURAL/CIVIL DRAWINGS FOR ALL EXTERIOR CONCRETE FLATWORK REQUIRED. 8. TYPICAL SLAB ON GRADE SHALL BE 5" THICK REINFORCED WITH 7.5LBS/CY OF 1 1 /2" (MIN.) FORTA FERRO MACROSYNTHETIC FIBER (U.N.O.) ON A 10MIL POLY VAPOR BARRIER, PLACED OVER COMPACTED SUBGRADE. REFER TO DETAIL 6/S2.03 FOR SLAB CONSTRUCTION/CONTRACTION JOINT INFORMATION. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THEREOF WITH ARCHITECTURAL DRAWINGS. 9. SLAB ON GRADE IS USED TO PROVIDE LATERAL STABILITY FOR THE TILT -UP PANELS. DO NOT REMOVE SLAB WITHOUT MAKING OTHER PROVISIONS TO RESIST LATERAL WIND LOADS. 10. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION FOR INTERIOR NON BEARING PARTITION WALLS NOT SHOWN ON PLAN. FOUNDATION SCHEDULE FOUNDATION MARK FOUNDATION SIZE FOUNDATION REINFORCEMENT DEPTH LENGTH x WIDTH SPF-2.5 12" 2'-6" x 2'-6" NOT REQUIRED SPF-2.5x4.0 12" 4'-0" x 2'-6" NOT REQUIRED F-4.0 16" 4'-0" x 4'-0" (5)-#5 EW BOTTOM F-4.5 24" 4'-6" x 4'-6" (4)-#5 EW TOP & BOTTOM F-6.0 18" 6'-0" x 6'-0" (4)-#6 LONGITUDINAL BOTTOM (6)-#6 TRANSVERSE BOTTOM F-7.0 24" 7-0" x 7'-0" (6)-#5 EW TOP & BOTTOM WF-1.5 12" CONT. x 1'-6" (3)-#4 LONGITUDINAL BOTTOM #4's x1'-2" @24"O.C. TRANSV. BOTTOM WF-2.5 18" CONT. x 2'-6" (3)-#5 LONGITUDINAL TOP & BOTTOM #4 CLOSED STIRRUPS @ 48" O.C. WF-4.0 16" CONT. x 4'-0" (4)-#5 LONGITUDINAL TOP & BOTTOM #4 CLOSED STIRRUPS @ 36" O.C. NOTE: PLACE ALL SETTING PAD FOUNDATIONS (SPF-) AT T/FOUNDATION EL: (-) 2'-4" BELOW TYPICAL FINISHED FLOOR ELEVATION OF 0'-0". SETTING PAD FOUNDATIONS USED FOR INITIAL PLACEMENT AND ALIGNMENT OF EQUIPMENT YARD SCREEN WALL PANELS. ROKOD CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 ProNob SKY POWER SPORTS SHOP &STORAGE BUILDING 5710 WEST 1ST STRUT, SANF082348 ORIDA Scope Drams These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. or..ro nuw FOUNDATION AND SLAB ON GRADE PLAN -NORTH ReAdonal 10/16/17 - ISSUED FOR PERMIT baw Date Dram By CMckad By ~ wnein 10/16/17 coins CO/JTS rts JTS SEALg. O ; N 02 6 1672: :.o; EOF :tV� SIM01 n n7 n8 n9 n,o ow"n Lwl 310,-0" 25-6" 25'-6" 25'-6" 25'-6" 25'-6" 251-601 TO GRID '5' 255'-0" 22'-10" '-8" 18'-8" 6'-10" 1 S1.02 S1.02 •�� cc� �� cc� WF-2.5 rl 2 3 -� I 1 S1.02 S2.01 S1.02 S2.01 5 - Y 4 `n I N NIa0 �-- -� s1.02LS2.02-6.0-6.0 I-6.0 F-6.0��-6.0 � WF-2.5 WF-2.5 WF-2.5 WF-2.5 WF-2.5 WF-2.5 i- �WF- 2.5 Y Y 0 0 Q� ( Qm � I ( 1 CD DO - o _ Cn Cn, �� I �� zz �ZD I moo"' JJ QQ I \ S1.02 S2.01 I 00 I I 4'-0» , Lq POUR -BACK `"' 31'-10 1 /2" 31'-10 1 /2" I 31'-10 1 / " ( 1'-10 1 /2" I 27'-3 1 /4" STRIP 1 OX 1 00 I 1 - - - - - - I 6 8 CD tv FLOOR CONSTRUCTION OR CONTRACTION JOINTS SPACED AS SHOWN. REFER ( 4'-0" TO DETAIL 6/S2.03. I POUR -BACK STRIP \ I I II M Io 4'-0" POUR -BACK 63'-9" 91' 0 1 /4" STRIP r .. I II I S1.02 S2.02 63'-9" PROPOSED SLAB LEAVE -OUT TO I N ALLO CRANE ACCESS FOR PANEL I I I I EA E TIO AFTER SLAB IN PANEL ERECTIONS ( I I I � �CD I 00 I I II w 00 I J N Cn N in W LI J < Y Z Z Cn U J J Q U C=J OI m � I �C)Cn WF- 2.5 WF- 2.5 WF- 2.5 WF- 2.5 J WF- 2.5 WF- 2.5 F-6.0 F-6.0 - F-6.0 F-6.0 tF-6.0 1 2 3 �4 ,� _ S1.02 S2.01 S1.02 S2.01 I ,` ( ,� S1.0LS2.62 i G�tp G<1�p 22'-10" '-8" 18'-8" 6'-10" 25'-6" 25'-6" _ 25'-6" 25-6" 25'-6" 25'-6" TO GRID '5' FOUNDATION/SLAB ON GRADE PLAN - SOUTH SCALE: 1 /8"=1'-0" EL: 0'-0" (REF.) T/ FINISH FLOOR T/ WALL FOUNDATION GI NORTH 180° PLACE SLAB WITHIN EXTENTS OF TOWER AFTER PANEL ERECTION. A ) I LO co c0 N co w co �I 1 WF-2.5 J Y I U omSt 10'-6" 8'-6„ WF-2.5 ( � I -1 I r 12 S1.02 S2.02 I N 00 I I I I C1 CD 1' 4 3/47I 1 /4" WF-2.5 8'-6" of I I 8'-6„ I I NII I � o 4,_0„ CD POUR -BACK STRIP 7 1 /4 1 ENLARGED FNDNZSOG PLAN AT FEATURE TOWER S1.02 S1.02 1 /4"=1'-0" 8'_6» -1„ O;--1""� 5 1177 �o o F o B °° _ _ s l I I •- I o 0 1 CVI II N to co /tK /tK FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES AND FOUNDATION SCHEDULE. 2. REFER TO DETAILS 4/S2.01 AND 5/S2.01 FOR SECTIONS THROUGH THE TILT -UP PANELS AND FOUNDATION AT AND AWAY FROM THE SETTING PAD FOUNDATIONS. 3. REFER TO CIVIL DRAWINGS FOR DUMPSTER SLAB ON GRADE THICKNESS AND REINFORCING. DUMPSTER FOUNDATION PLAN. SCALE: 1 /8"=1'-0" !KeeCONCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 ProNob SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 7ST STREET, SANFOB�� ORIDA SOOPG or•.bo These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. onrft nu. FOUNDATION AND SLAB ON GRADE PLAN -SOUTH R•vitlona 10/16/17 - ISSUED FOR PERMIT uw Date Drawn By CMok•rBy 10/16/17 CO/JRS JRS ttn R2 NmIM218 ownsh 3 25-6" TO GRID '2' 25'-6" '-5 1/2"._ 6'-11" d 25'-6" 1'-7 3/8" TO GRID '5' 10'-6 1 /8" WF-1.5 S1. 3 S2.02 \ l I Ln00 'I �I WF=1.5� L WF-1_5 _J 00 - - - - tWF-1.5 J - 00 LnI I LLI I LiL WF-1.5 F -1 3 � I j I I S1.03 LS2.62 ---I �I ---t -- L�WLF- I I _ I I 00 PO i 00 DIMENSIONS INDICATE CENTER LINE LOCATION OF ALL LIGHT GAUGE STUD WALL FRAMING. I �I ���I in �I U- I �I 3 S1.0 s2.02 L WF-1_5 J 16'-5 1/2"6'-6 3/8" 10'-10 3/4" I 1'-7 3/8" 25'-6" 25'-6" TO GRID '2' 25-6" TO GRID '5' MEZZANINE FOUNDATION/SLAB ON GRADE PLAN SCALE: 1 /8"=1'-0" EL: 0'-0" (REF.) T/ FINISH FLOOR EL: (-)0'-5" T/ WALL FOUNDATION DIMENSIONS INDICATE CENTER LINE LOCATION OF ALL LIGHT GAUGE STUD WALL FRAMING. r` ao i CV i 00 r` n 0 A M CV 0 e'S� NORTH 180° FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. TOP OF WALL FOUNDATION ELEVATION IS (-)0'-5", U.N.O. 2. REFER TO SHEET 1 /S1.01 FOR THE FOUNDATION SCHEDULE. 3. ALL LAP SPLICES OF THE CONTINUOUS REINFORCING SHALL BE A MINIMUM OF 3'-0". 4. TYPICAL SLAB ON GRADE SHALL BE 5" THICK REINFORCED WITH 7.5LBS/CY OF 1 1 /2" (MIN.) FORTA FERRO MACROSYNTHETIC FIBER (U.N.O.) ON A 10MIL POLY VAPOR BARRIER, PLACED OVER COMPACTED SUBGRADE. REFER TO DETAIL 6/S2.03 FOR SLAB CONSTRUCTION/CONTRACTION JOINT INFORMATION. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THEREOF WITH ARCHITECTURAL DRAWINGS. 5. ======== INDICATES A 3 5/8" THICK 362S162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL WITH MATCHING 362T125-54 (MIN.) BASE TRACK. FASTEN EACH STUD TO TRACK WITH (2)-#10 SCREWS (1 AT EACH FLANGE). FASTEN TRACK TO SLAB -ON -GRADE WITH 0.157" DIA. x 1" EMBEDMENT POWDER ACTUATED FASTENERS STAGGERED AT 16" O.C. (LOCATE PAF's WITHIN 2" OF EACH STUD.) 6. INDICATES A 6" THICK 60OS162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL WITH MATCHING 60OT125-54 (MIN.) BASE TRACK. FASTEN EACH STUD TO TRACK WITH (2)-#10 SCREWS (1 AT EACH FLANGE). FASTEN TRACK TO SLAB -ON -GRADE WITH 0.157" DIA. x 1" EMBEDMENT POWDER ACTUATED FASTENERS STAGGERED AT 16" O.C. (LOCATE PAF's WITHIN 2" OF EACH STUD.) 7. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION FOR INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. 25'-6" Tn rRin 'e)' EXTENTS OF MEZZAN SHOWN TO INSIDE FA LIGHT GAUGE STUD � MEZZANINE FRAMING PLAN SCALE: 1 /8"=1'-O" 25'-6" 25'-6" ,'_, n z /Q" 'I Tn rRln 'S' :XTENTS OF MEZZANINE ;HOWN TO INSIDE FACE OF .IGHT GAUGE STUD WALL 171 X U co 0 w a_ 0 0 0 J L.1_ LIJ c� c� J EL: 0'-0" (REF.) T/ FINISH FLOOR Af,EL: 12'-5 1 /4" T/ LT. GA. JOISTS NORTH 180° MEZZANINE FRAMING PLAN NOTES: 1. TOP OF MEZZANINE FRAMING ELEVATION IS 12'-5 1 /4". TOP OF PLYWOOD SHEATHING ELEVATION IS 12'-6". 2. MEZZANINE FLOOR FRAMING SHALL CONSIST OF 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING OVER 8" DEEP 80OS162-54 (50KSI) LIGHT GAUGE JOISTS SPACED AT 16"O.C. (MAX.). ORIENT JOIST FRAMING AS SHOWN ON PLAN. FASTEN PLYWOOD SHEATHING TO JOISTS W/#10x1-1 /2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS AT 12" O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. 3. PROVIDE HORIZONTAL BRIDGING (150U50-54) AT ALL LIGHT GAUGE STUD WALLS LOCATED AT 6'-0" A.F.F. SUPPORT BRIDGING WITH 1 1 /2" x 1 1 /2" x 54MIL (16GA) x (STUD WIDTH) ANGLES AT EACH STUD. FASTEN HORIZONTAL BRIDGING TO EACH ANGLE WITH (2)-#10 SCREWS. FASTEN EACH ANGLE TO EACH STUD WITH (2)-#10 SCREWS. 4. MEZZANINE FLOOR SHEATHING SHALL BE STAGGERED AT EACH RUN TO PROVIDE OFFSET JOINTS. FLOOR SHEATHING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. 5. REFER TO SHEET S3.01 FOR TYPICAL JAMB, HEADER, AND SILL DETAILS AT WINDOW AND DOOR OPENINGS. 6. ALTERNATING TREAD DEVICE AND ASSOCIATED CONNECTIONS TO THE MEZZANINE STRUCTURE ARE PROVIDED BY OTHERS. f!M0Ke!J CONSTRUCTION GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 PrOjech SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD F6LORIDA 304 Stop. Drams These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. or..ro nnu LT. GA. FRAMING LAYOUT AND MEZZANINE FRAMING PLAN R.rNlom 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. `NDate Drawn By CMot.d �M 10/16/17 CO/JTS eTa SEAL :• NO. 2 O; S2 O • S E OF �� R03 20mIM218 o.a.r11 PROPOSED ROOF REFER TO APPRI DRAWINGS FOR f ni n2 n3 n4 n5 255'-0" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" TO GRID '6' ROOF AND CANOPY FRAMING PLAN -NORTH EL: 0'-0" (REF.) T/ FINISH FLOOR (91 NORTH 180' ROOF FRAMING PLAN NOTES: 1. THE STRUCTURAL STEEL FRAMING IS SHOWN FOR GENERAL LAYOUT AND TO INDICATE THE TYPE OF CONSTRUCTION ONLY. THE RIGID STEEL FRAME, STEEL RAFTERS, PURLINS, BRIDGING, SPANDREL BEAMS, STEEL SIDING AND ROOF SYSTEM SHALL BE PROVIDED BY KIRBY BUILDING SYSTEMS (KBS). REFER TO APPROVED KBS SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 2. THE SPANDREL BEAMS SHALL BE DESIGNED FOR PRESSURE AND SUCTION LOADING. THE MAXIMUM DEFLECTION SHALL BE L/360 BASED ON THE WIND LOADS INDICATED. 3. METAL BUILDING SYSTEM SHALL BE DESIGNED TO SUPPORT THE INTERIOR CEILING FANS INDICATED ON PLAN. REFER TO ARCHITECTURAL DRAWINGS FOR FAN TYPE AND MANUFACTURER. MaKee CONSTRUCTION CO. OENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM I I FL CA NO. 27082 11 PMJGA SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFOR2 46LORIDA Scope Draa>f These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ROOF AND CANOPY FRAMING PLAN - NORTH Revkk aaii 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. bwa Dab Drava By h CMckad By p 10IMIR 10/16/17 CO/RB CO/JTS JTB JTS SEAL 0 NO 02 6 E OF Drawling Nvmbwi R04 20m17=1218 ow"n n6 n7 n8 n9 no 11 255'-0" 25-6" J# 25-6" 25'-6" 25-6" 25'-6" 25-6" TO GRID '5' ROOF AND CANOPY FRAMING PLAN - SOUTH SCALE: 1 /8"=1'-0" EL: 0'-0" (REF.) T/ FINISH FLOOR 6 NORTH 180° 15 M .IN 0 0 I O n ENLARGED FRAMING PLAN AT FEATURE TOWER, S1.051S1.05 1 /4"=l'-0"' \ 3 \ /S1.05 S4.03 co co coco co co coco � � � �� 00 IS- TRI 1 1 N N LOPED H S 4x4x3 1 /�Coco I 31_81 3'-6" L2-113 4 Z2'-�l1 3 4 3'-6" 3'_8' '-0 D 1 2 , 21_4„ 1 1'-6 1 /8" r2V-7 3/4" 1 1'-6 1 /8" 1 1 3/4" 2 .05 S4.03 r 6 1_3/4 HSS-CANOPY FRAMING PLAN NOTES: 1 1. THE SLO�PXF ANOPY FRAME AND HSS-TRUSS 1 CONFIGURATION ARE TYPI OUR LOCATIONS THROUGHOUT THE PROJECT. REFER TO DETAIL 3/54.03 FOR BOTTOM OF HSS-TRUSS 1 ELEVATION AT EACH LOCATIONaWNER'S 2. THE ANOPY FRAME AND HSS-TRUSS 1 SHALL BE PAINTED PER REQUIREMENTS. 3. REFER TO DETAIL 1/S4.03 FOR HSS-TRUSS 1 PROFILE, MEMBER SIZES, AND CONNECTION INFORMATION. 1 4. REFER TO DETAIL 1/54.04 FOR SLOPED CANOPY FRAME PROFILE, MEMBER SIZES, AND CONNECi10 ORMATION. �ENLARGED FRAMING PLAN AT GABLE END CANOPY S1.04 LS1.65 1 /4"=1'-0" S1.05 McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 PrOhch SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3248 Scope Dram These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawl" Tift ROOF AND CANOPY FRAMING PLAN - SOUTH Revielonal 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. New Date Drawn tl/b/A CO/R8 00 By CMdcad By 10/16/17 CO/JTS JTS SEAL Z. N 02 6 0 TE OF P .l 0. Drawing Nwdm ''�S;ONAL����:�• S1605 �Project 7-; Z218 Omen TILT —UP WALL PANEL------. #4 WALL TIES AT 4'-0" O.C. - MAX. HOOK AROUND HORIZ. REINFORCING BAR. SEE PANEL DRAWINGS FOR LOCATIONS. 8" 3'-4" h EL: 0'-0" %] r T/ CONC. SLAB " b I EL: (—)1'-0" T/ FOOTING 1 1 /2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED TILT —UP PANEL FOUNDATION 7 1 /4" INSIDE FACE OF 2" 51/4 TILT —UP PANEL s - 4'-0" POUR —BACK STRIP PROVIDE REINF. TO MATCH X. TYP. SLAB REINF. 6" #4's x CONT. LOCATED AS SHOWN 0" LAP (MIN.) 2'-6„ LO Cfl CV ILI- � CONST. JOINT, SEE PLAN SLAB —ON —GRADE 6" REINFORCEMENT MACROSYNTHETIC FIBER PROVIDE #4 SLAB TIE BARS x 11'-0" LONG SPACED AT 4'-0" O.C. EXTEND BARS S-6" INTO POUR —BACK STRIP. T a J N COMPACTED orf a in SUBGRADE U J CV Q I— REFER TO FOUNDATION PLAN 3" CLR AND SCHEDULE FOR FOOTING TYP. SIZE, REINFORCEMENT AND LOCATION. EXTERIOR WALL FOOTING DETAIL S1.01 S2.01 3/4"=1'-0" S1.02 7 1/4" INSIDE FACE OF 2„ 51/4 TILT —UP PANEL 4'-0" CONST. JOINT, POUR —BACK STRIP SEE PLAN TILT —UP WALL PANEL PROVIDE REINF. TO MATCH TYP. SLAB REINF. SLAB —ON —GRADE #4 WALL TIES AT 4'-0" O.C. �': 6" #4's x CONT. 6" REINFORCEMENT MAX. HOOK AROUND HORIZ. LOCATED AS SHOWN MACROSYNTHETIC FIBER REINFORCING BAR. SEE PANEL DRAWINGS FOR LOCATIONS. PROVIDE #4 SLAB TIE BARS x 11'-0" 8') �_ LONG SPACED AT 4'-0" O.C. EXTEND 3'-4" BARS 3' —6" INTO POUR —BACK STRIP. EL: 0'-0" T/ CONC. SLAB o 2'-0" LAP MIN. COMPACTED � T FOOTING / ° ... d dzz d a dQ Q( o d. Q = III= �o SUBGRADE Q = CO e I CONTINUE WF-2.5 REINFORCING THROUGH F-6.0 FOUNDATION 3 EXTERIO S1.01 S2.01 3/4"=1'-0" S1.02 REFER TO FOUNDATION PLAN AND 3" CLR SCHEDULE FOR FOOTING SIZE, TYP. REINFORCEMENT AND LOCATION. TILT —UP PANEL FOUNDATION R WALL FOOTING DETAIL TILT —UP WALL PANEL-----_._ (BEYOND) #4 HOOKED BAR AT 1'-4" O.C. MAX. WITHIN DOOR OPENING. 3'-4" 8101 AT EACH OPENING, PROVIDE—\ (2)—#4 x (OPENING WIDTH LESS 4") LONG f-,, EL: 0'-0" T/ CONC. SLAB 0 I EL: (—)1'—O" T/ FOOTING TILT —UP PANEL FOUNDATION 7 1/4" INSIDE FACE OF TILT —UP PANEL 4'-0" POUR —BACK STRIP PROVIDE REINF. TO MATCH TYP. SLAB REINF. #4's x CONT. LOCATED AS SHOWN "I_ 2'-0" LAP (MIN.) CONST. JOINT, SEE PLAN SLAB —ON —GRADE 6" REINFORCEMENT MACROSYNTHETIC FIBER PROVIDE #4 SLAB TIE BARS x 11'-0" LONG SPACED AT 4'-0" O.C. EXTEND BARS 3'-6" INTO POUR —BACK STRIP. ° d Q N Of COMPACTED a m SUBGRADE Q cV Q REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. r2\ EXTERIOR WALL FOOTING DETAIL AT DOOR OPNG, _► S1.01 52.01 3/4"=1'-0" S1.02 7 1/4" INSIDE FACE OF TILT —UP PANEL EL: 8'-0" T/TILT UP PANEL o LEVEL REINF: SEE PANEL Of REINF. ELEVATIONS FOR SIZE AND LOCATIONS. LL- LLJ DO X Q SLAB OR GRADE: SEE MACROSYNTHETIC FIBER ARCH'L AND/OR CIVIL REINFORCED CONC. 00 DRAWINGS. (TYP.) SLAB ON GRADE `. a. O — f- o f-z _ _ _ _ Of LLJ EL: SEE PLAN�- ° T/ FOOTING R d d d O dd \ O LL- a a 3" 3" REFER TO FOUNDATION CLR. CLR. PLAN AND SCHEDULE EQ 7 1/4" EQ FOR FOOTING SIZE, Ile 4 REINFORCEMENT AND 4'-0" LOCATION. SCREEN WALL PANEL S1.01 S2.01 3/4"=1'-0" S1.02 7 1/4" INSIDE FACE OF TILT —UP PANEL EL: 8'-0" T/TILT UP PANEL LLJ 0 LEVEL REINF: SEE PANEL REINF. ELEVATIONS FOR SIZE AND LOCATIONS. M Q x Q SLAB OR GRADE: SEE MACROSYNTHETIC FIBER ARCH'L AND/OR CIVIL _ REINFORCED CONC.00 DRAWINGS. (TYP.) SLAB ON GRADE _— o- Q a ►_ EL: SEE PLAN ` I.I I . � O LIJ T/ FOOTING 0.J z = d d d o ,� a \Z d- N O " N L� W Q C d d d Q d a 3" a a CLR. r EQ. SPF— FOUNDATION EQ. REFER TO FOUNDATION 2'-6" x SEE PLAN PLAN AND SCHEDULE FOR FOOTING SIZE, EQ. 7 1/4" EQ. REINFORCEMENT AND LOCATION. 4,-0" SCREEN WALL PANEL AT LEG. S1.01 S2.01 3/4"=1 "-0" 51.02 !KeeCONCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PrOleab SKY POWER SPORTS SHOP 8 STORAGE BUILDING 8710 WEST 18T STREET, SANFOB�FLORIDA Soo" Dra0o, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DmWm T" FOUNDATION - SLAB -ON -GRADE DETAILS Revlsb ai 10/16/17 - ISSUED FOR PERMIT uw Date Dram By Chsdo d By 10/18/17 CO/JTS JTS SEAL NO 02 6 0 • E OF ; � S101 20=17=1218 9 1 /4 INSIDE FACE OF TILT -UP PANEL 1 3/4" CLR. 3/4" CLR. COVER MIN. COVER MIN. TILT -UP WALL PANEL #4 WALL TIES AT 4'-0" O.C. PLACE SLAB ON GRADE AFTER PANEL ERECTION MAX. HOOK AROUND HORIZ. REINFORCING BAR. SEE PANEL 6" SLAB -ON -GRADE REINFORCEMENT DRAWINGS FOR LOCATIONS. MACROSYNTHETIC FIBER AND #4's x 8'-6" LONG @ 2'-8" O.C. 81$ 3'-4" PROVIDE #4 SLAB TIE BARS x EL: 0'-0" r T/ CONC. SLAB 0 EL: (-)1'-O" T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED q TILT -UP PANEL � FOUNDATION 8 -6 LONG SPACED AT 2 -8 O.C. ~ " 2'-0" LAP (MIN.) — -- -1� IT U, J •y . .-� I —I I I- COMPACTED N LiJ o a" .a d ° a - SUBGRADE Do. ° a a . .. I I ° d 1'-3" 2,-6» L REFER TO FOUNDATION PLAN 3" CLR AND SCHEDULE FOR FOOTING TYP. SIZE, REINFORCEMENT AND LOCATION. TOWER WALL FOOTING DETAIL 1 S1.021S2.02 3/4" =1 "-0" EXPANSION JOINT MATERIAL SLAB OR GRADE: ARCH'L AND/OR DRAWINGS. (TYP.) EL: SEE CIVIL Y T/ PAVING Ai-, EL: (-W-O" T/ FOOTING PROVIDE #6 DOWE WITH 12" HOOK A EACH VERTICAL B CONC. COLUMN FOUNDATION 2., 24" DIA. CONCRETE COLUMN Type' REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES SPACED AT 12" O.C. (MAX). 0' d e 2" DIA. PVC CONDUIT AS REQUIRED. COORD. WITH ELECTRICAL DRAWINGS. COLUMN CROSS—SECTION REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. 4 CURVED CANOPY COLUMN /FOUN DATI ON TILT -UP WALL PANEL (BEYOND) #4 HOOKED BAR AT 1'-4" O.C. MAX. WITHIN DOOR OPENING. 3'-4" 8111 AT EACH OPENING, PROVIDE (2)-#4 x (OPENING WIDTH LESS 4") LONG EL: 0'-0' T/ CONIC. SLAB _ 0 I EL: (-)1'-0" T/ FOOTING q TILT -UP PANEL q FOUNDATION 2 TOWER WA S1.02 52.02 3/4"=1'-0" 9 1 /4" INSIDE FACE OF TILT -UP PANEL A PLACE SLAB ON GRADE AFTER PANEL ERECTION 6" „ SLAB -ON -GRADE REINFORCEMENT MACROSYNTHETIC FIBER AND #4's x 8'-6" LONG ® 2'-8" O.C. PROVIDE #4 SLAB TIE BARS x 8'-6" LONG SPACED AT 2'-8" O.C. " 2'-0" LAP (MIN.) N COMPACTEDcn a SUBGRADE J N REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. LL FOOTING DETAIL AT DOOR OPNG. 24" DIA. CONCRETE COLUMN Type REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES 0' SPACED AT 12" O.C. (MAX). d e 2" DIA. PVC CONDUIT AS REQUIRED. COORD. WITH ELECTRICAL DRAWINGS. COLUMN CROSS—SECTION e ° a e d W d Ae e Q Q .d a . ' W O EXPANSION JOINT ° ° w N MATERIAL I= I- SLAB OR GRADE: SEE ARCH'L AND/OR CIVIL ° DRAWINGS. (TYP.) o J d _I o EL: SEE CIVIL T/ PAVING A EL: NIX T/ FOOTING ° . a. a •° .. ° - LO PROVIDE #6 DOWEL �' d CD WITH 12" HOOK AT °' Q ° ° . e v e d ° N I..� EACH VERTICAL BAR. ° e � CONC. COLUMN � FOUNDATION 1'-3" 1'-0" 1'-0" If 4,— 6" el 3" CLR L— REFER TO FOUNDATION PLAN AND SCHEDULE TYP. FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. (s \ PEMB CANOPY COLUMN /FOUNDATION EXPANSION JOINT MATERIAL SLAB OR GRADE: ARCH'L AND/OR DRAWINGS. (TYP.) EL: SEE CIVIL `v T/ PAVING J-\ EL: W1'-019 T/ FOOTING PROVIDE #6 DOWE WITH 12" HOOK A EACH VERTICAL B � CONC. COLUMN q FOUNDATION LT. GA. STUD WALL FOUNDATION 3 5/8" 362S162-54 (50KSI) OR 6" 60OS162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR STUD SIZE AND LOCATION. 3 5/8" 362T125-54 (MIN.) OR 6" 60OT125-54 (MIN.) BASE TRACK. FASTEN STUDS TO TRACK WITH (2)-#10 SCREWS (1 AT EACH FLANGE.) FASTEN TRACK TO SLAB -ON -GRADE WITH 0.157" DIA. x 1" EMBEDMENT POWDER ACTUATED FASTENERS STAGGERED AT 16" O.C. (LOCATE PAF's WITHIN 2" OF EACH STUD.) EL: 0'-0" T/ CONC. SLAB EL: (-)0'-5» l� T/ FOOTING O PLACE VAPOR BARRIER CONTINUOUS OVER WF-1.5 FOUNDATION TO ALLOW FOR DIFFERENTIAL MOVEMENT OF SLAB -ON -GRADE. REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. � PROVIDE HORIZONTAL BRIDGING (150U50-54) AT ALL LIGHT GAUGE STUD WALLS LOCATED AT 6'-0" A.F.F. SUPPORT BRIDGING WITH 1 1/2" x 1 1/2" x 54MIL (16GA) x (STUD WIDTH) ANGLES AT EACH STUD. FASTEN HORIZONTAL BRIDGING TO EACH ANGLE WITH (2)-#10 SCREWS. FASTEN EACH ANGLE TO EACH STUD WITH (2)-#10 SCREWS. III MACROSYNTHETIC FIBER III� REINFORCED CONC. SLAB ONGRADE 3" CLR 9„ 9„ TYP. 70* 1'-6" / 3 WALL FOOTING AT LT. GA. STUD WALL Sl.03IS2.02 3/4"=1'-0" 24" DIA. CONCRETE COLUMN Typ�'Q REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES SPACED AT 12" O.C. (MAX). 0. d e 2" DIA. PVC CONDUIT AS REQUIRED. COORD. WITH A. ELECTRICAL DRAWINGS. COLUMN CROSS—SECTION REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. PEMB CANOPY INTERIOR COLUMN FOUNDATION MOK ee CONSTRUCTION CO. GENERAL CONTRACTORS BCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 ProNch SKY POWER SPORTS SHOP &STORAGE BUILDING 5710 WEST 1ST STREET, SANFOB�FLORIDA Scope Dravbp i These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drewho T" FOUNDATION - SLAB -ON -GRADE DETAILS Revbkwm 10/16/17 - ISSUED FOR PERMIT bwa Date DraMnl By F C6ack�d By �F wnero 10/16/17 LO/JTB CO/JTS RB JTS SEAL ����u a ►n►►i S•T �•oeyG''% � C) NO. 5 •;-v � S O t1;A- O • P •��. S••.....••• C� Project Nwlbwi 20IM218 S1.01 S2.02 3/4"=1'-0" S1.02 S1.01IS2.02 3/4"=1'-0" S1.01IS2.02 3/4" =1 "-0" 7 1 /4" INSIDE FACE OF 2" 51/4 TILT -UP PANEL OF - , - -7 TILT -UP WALL PANEL �.. -011 C. POUR -BACK STRIP CONST. JOINT, TILT -UP SCREEN WALL :`� . _ �` ':: PROVIDE REINF. TO MATCH SEE PLAN PANEL " TYP. SLAB REINF. :3- - SLAB -ON -GRADE 6" #4 s x CONT. 6" REINFORCEMENT t 6 DRILL AND EPDXY (4)-#5 x 4'-0" •LONG TOP - ^ ' '` `= LOCATED AS SHOWN MACROSYNTHETIC FIBER AND BOTTOM WITH HILTI HIT RE-500 ADHESIVE PROVIDE #4 SLAB TIE BARS x 11'-0" ANCHORING SYSTEM. SPACE BARS AT 12" O.C. , " LONG SPACED AT 4 -0 O.C. EXTEND HORIZONTALLY AND PROVIDE 12 EMBEDMENT „ INTO WF-2.5. BARS 3 -6 INTO POUR -BACK STRIP. � ---- T/ CONC. SLABo 2'-0" LAP MIN. Zo T �, 4 �EL:. p j.. ° / FOOTING C � L0 COMPACTED a m a SUBGRADE Q "' #4 WALL TIES AT 4'-0" O.C. J MAX. HOOK AROUND HORIZ. 29 e. N EL: (-)2'-4" ° ° REINFORCING BAR. SEE PANEL 8"� Q T/ SPF FOOTING ° ° DRAWINGS FOR LOCATIONS. 3'-4" d d 1 1 /2" ALLOWANCE FOR ° : REFER TO FOUNDATION PLAN SHIMS & GROUT. GROUT 3" CLR AND SCHEDULE FOR FOOTING FULL WIDTH AND LENGTH SIZE, REINFORCEMENT AND OF PANEL AFTER PANEL 4/ .01 5/S2.01 TYP. LOCATION. IS SET AND ALIGNED TILT -UP PANEL 1'-3" 1'-3" FOUNDATION SPF- FOUNDATION 7 3/8„ 2'-6" 2'-6" x SEE PLAN EXTERIOR WALL FOOTING DETAIL S1.01 S2.03 3/4"=1'-0" SLAB ON GRADE. REFER TO 2'-0" x 3'-1" x SEE CIVL FOR FOUNDATION PLAN FOR SIZE DEPTH TYPE C INLET. AND REINFORCING. COORDINATE WITH CIVIL DRAWINGS FOR GRATING INSTALLATION EL: 0'-0" REQUIREMENTS. T/ SLAB ON GRADE Fw— J ° _ ° ° Q d• ° .° ¢ A. — Z L, v — v. 00 ' a COMPACTED SUBGRADE C:)Q A. .. e. e d SI IN (2)-#4 HORIZ. AT 9" O.C. 6" 2'-0" 6" IN INLET WALLS. 8„ PROVIDE (4)-#4 AT 12" O.C. TYPE C INLETS 3 1 /2„ #4 VERTICAL HOOKED DOWELS LONGITUDINAL AND (5)-#4 3 1 /2" AT 12 O.C. TRANSVERSE IN 3'- 7 x 4 -8 SPACED AT 12" O.C. IN INLET DRAINAGE INLET PIT TYPE C INLET FOUNDATION WALLS. `- FOUNDATION 8" 3 TYPE C INLET AT EQUIPMENT YARD S1.01IS2.03 3/4"=1 "-0'_ 0 i� \DDITIONAL CORNER BAR AT ALL )UTSIDE HORIZONTAL REINFORCING. MATCH CONTINUOUS REINFORCING N SIZE AND LOCATION. CONTINUOUS FOUNDATION REINFORCING. REFER TO SCHEDULE FOR SIZE AND LOCATION. FOUNDATION CORNER FOUNDATION REINF � TILT -UP PANEL JOINT LJ ZD Q � TILT -UP PANEL--N,,,,, �o oQ Q - C=/) FOUNDATION STEP SEE PLAN FOR LOCATIONS ° d c v d A o CONSTRUCTION JOINT a ° EL: SEE PLAN d ° T/ FOOTING EL: 0'-0" 1'-0" T/ SLAB ON GRADE (TYP.) EL: SEE PLAN T/ FOOTING e d e. ° [ --- — ------- v v ° U o ° e QC7 c v d (D O e. J Q Q CONTINUOUS `V N FOUNDATION r o BENT DOWELS REINFORCING. U- DOWELS WITH STANDARD TRANSVERSE FOUNDATION HOOK (BOTTOM) REINFORCING (#4 CLOSED STIRRUPS). NOTE: DOWELS SHALL CONTINUOUS WALL FOUNDATION: MATCH CONTINUOUS REFER TO PLAN AND FOUNDATION CONTINUOUS WALL FOUNDATION: — 2'-0" REINFORCING IN SIZE, SCHEDULE FOR SIZE AND REINF. REFER TO PLAN AND FOUNDATION NUMBER AND SPACING. SCHEDULE FOR SIZE AND REINF. CONTINUOUS FOUNDATION REINFORCING. TRANSVERSE FOUNDATION REINFORCING (#4 CLOSED STIRRUPS). TYPICAL STEPPED FOUNDATION DETAIL irl Mumma S2.03 3/4"-1 "-0" Chi fr- LLJ FOUNDATION STEP o 0 0U o FOUNDATION STEP SEE PLAN FOR LOCATIONS Z ^ SEE PLAN FOR LOCATIONS z¢Zo m SECONDARY POUR AROUND TILT -UP PANEL o N SLEEVE AT WALL FOUNDATION. dK EL: 0'-0" Y T/ SLAB ON GRADE LL: LL c/i cvi S EL: SEE PLAN 7 e e ° 4° d T/ FOOTING ad' .v . ° e. v v ° a' v 4 v ° .'dF— d e v d. e° ° d ° d: a LEI v ° ed a v d v d e a C-) C:) °. 'e. v• d ° ° Z d°. v e v G °.' ° ° d. ea ° dQ ° d •d d ° e ° d e .d .d v •d: .° d° d v O Z Q d v J d e fAl ¢ v d° d M C:) e: a .d. a d`NN° dadeSEE DETAIL 2/52.03 0 ° d . d d a p d dFOR STEPPED FOOTING ° °INFORMATION. -I a 4° d d d ° —I _I I�— — — CONSTRUCTION JOINT T, � I I- ' � • — - PROVIDE PVC PIPE SLEEVE AT ALL PIPING THRU FOOTING LOCATIONS. DROP FOOTING AS STEPPED FOUNDATION ARE NOT REQUIRED COMPACTED REQ'D. CONTRACTOR TO COORD. LOCATIONS. WHERE PIPING WILL BE LOCATED A MINIMUM SUBGRADE DO NOT EXCAVATE UNDER EXISTING FOOTING OF 1'-0" BELOW THE FOUNDATION. DO NOT TO INSTALL PLUMBING. TYP. EXCAVATE UNDER EXISTING FOOTING TO INSTALL PLUMBING. TYP. SLEEVE AT STEPPED FOUNDATION DETAIL ADDITIONAL CORNER BAR AT ALL t �2.03 3/4"=1'-0" OUTSIDE HORIZONTAL REINFORCING. MATCH CONTINUOUS REINFORCING IN SIZE AND LOCATION. 1'-0" 1'-0" d 4 al v d . d °, SLAB JOINT LLI ° e s° ° a e d. .° ° M U " Ad° 1 /8 WIDE SAWCUT (MAX.). 4. 4 a EPDXY FILLER TO BE PROVIDED BY TENANT AS REQUIRED. ° v " a ° d ° ° CONTINUOUS FOUNDATION ° J `V ° REINFORCING. REFER TO Q•. SCHEDULE FOR SIZE AND LOCATION. ° d CONTRACTION JOINT FOUNDATION INTERSECTION ORCEMENT AT CORN ER/I N TERSECTI ON � SLAB JOINT AND DOWEL 1 /16" WIDE SLOT FOR EPDXY NOTE: CENTER FIRST o FILLER. EPDXY BY TENANT. DOWEL 6" MINIMUM o I !L4" THICK (MIN.) DIAMOND FROM PERPENDICULAR c n DOWEL BY PNA OR APPROVED CONSTRUCTION JOINT. EQUIVALENT SPACED AT 18" O.C. • a v d Q ° J DOWELED CONSTRUCTION JOINT \ TYPICAL SLAB -ON -GRADE JOINT DETAILS. McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407. 42.1280 5 WEB: SSA-ENGINEERS.COM FL CA No. 27082 SKY POWER SPORTS SHOP &STORAGE BUILDING 9710 WEST 1ST STREET, SAIF082348 ORIDA Sap Dra.M" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Tift FOUNDATION - SLAB -ON -GRADE DETAILS Revisiam 10/16/17 - ISSUED FOR PERMIT I••w Data Draw By 000. Ch•okd By 10/16/17 CO/JTS JTS SEAL NO. 2 5ro: r • :z= * S a�1� f+ . c �O S OF S103 20m17w1218 S2.03 3/4"=1'-0" I S2.03 3/4"=1'-0" � LT. GA. STUD WALL EL: VARIES B/ PEMB PURLIN 6" 600T125-54 (MIN.) CAP TRACK. --/I 1 FASTEN STUDS TO TRACK WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) FASTEN TRACK TO BOTTOM OF EACH PEMB ROOF PURLIN WITH (5)—#12 SCREWS. yI II 3EL: 12'-5 1 /4" 0-T/ LT. GA. JOIST FRAMING • r 1 6" 60OS162-54 (50KSI) SPACED AT 16"O.C. FULL HEIGHT LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR LOCATION. II METAL BUILDING ROOF PURLIN BY KBS. 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING W/ #10x1-1 /2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS @12"O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN FLOOR JOIST TO VERTICAL STUD WITH (6)—#12 SCREWS. INSTALL SCREWS TO MISS PUNCH —OUTS. JOIST FRAMING AT VERT. WALL STUD 51.03 53.01 3/4'=1'-0" LT. GA. STUD WALL _$EL: 16'-0" �T/ LT. GA. CAP TRACK 3 5/8" 362S162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR LOCATION. M II I i� I I EL: 12'-5 1 /4" T/ LT. GA. JOIST FRAMING 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN EDGE FLOOR JOIST TO EACH VERTICAL STUD WITH (3)—#12 SCREWS. 3 JOIST F S1.03 S3.01 3/4" 3 5/8" 362T125-54 (MIN.) CAP TRACK. FASTEN STUDS TO TRACK WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING W/ #10x1-1 /2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS @12"O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN FLOOR JOIST TO VERTICAL STUD WITH (6)—#12 SCREWS. INSTALL SCREWS TO MISS PUNCH —OUTS. RAMING AT VERT. WALL STUD LT. GA. STUD WALL EL: 12'-5 1 /4" T/ LT. GA. JOIST FRAMING 8" 80OS162-54 (50KSI) LIGHT GAUGE-1III JOIST SPACED AT 16" O.C. (MAX.). FASTEN EDGE FLOOR JOIST TO EACH VERTICAL STUD WITH (3)—#12 SCREWS. 3 5/8" 362S162-54 (50KSI) SPACED I I AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR LOCATION. — 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING W/ #10x1-1 /2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS @12"O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN FLOOR JOIST TO VERTICAL STUD WITH (6)—#12 SCREWS. INSTALL SCREWS TO MISS PUNCH —OUTS. / s JOIST FRAMING AT VERT. WALL STUD S1.03IS3.01 3/4' =1'-0" LT. GA. STUD WALL EL: VARIES Y B/ PEMB PURLIN ' t 6" 60OT125-54 (MIN.) CAP TRACK. I I I FASTEN STUDS TO TRACK WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) FASTEN TRACK TO BOTTOM OF EACH PEMB ROOF PURLIN WITH (5)—#12 SCREWS. 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN EDGE FLOOR JOIST TO EACH VERTICAL STUD WITH (3)—#12 SCREWS. EL: 12'-5 1 /4" , T/ LT. GA. JOIST FRAMING 6" 60OS162-54 (50KSI) SPACED METAL BUILDING ROOF PURLIN BY KBS. — 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING W/ #10x1-1/2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS @12"O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. AT 16"O.C. FULL HEIGHT LOAD ' (' L 8" 80OS162-54 (50KSI) LIGHT BEARING LIGHT GAUGE STUD I ( GAUGE JOIST SPACED AT 16" O.C. WALL. SEE PLAN FOR LOCATION. (MAX) FASTEN FLOOR JOIST TO 2 JOIST FRAM S1.03 S3.01 3/4"=1'-0" 362T125-54 OR 60OT125-54 TOP TRACK ORIENTED AS I I 362T125-54 OR 60OT125-54 x 4 SHOWN. FASTEN TRACK TO I LONG CAP TRACK ORIENTED AS c HEADER WITH (2)—#10 SCREWS FASTEN TRACK TO HEADER WITH SPACED AT 12" O.C. THROUGH FLU 'WEB. FASTEN STUDS TO (6)—#12 SCREWS (3 AT EACH F (2) 600S162-54 (50KSI) LIGHT FASTEN TRACK TO JAMB STUD TF TRACK WITH (2)—#10 SCREWS GAUGE HEADER (1 EACH FACE). WEB WITH (6)—#12 SCREWS. (1 AT EACH FLANGE.) SECURE TO TRACKS AS SHOWN. 362T125-54 OR 60OT125-54 BOTTOM TRACK ORIENTED AS SHOWN. FASTEN TRACK TO HEADER WITH (2)—#10 SCREWS SPACED AT 12" O.C. (1 AT EACH FLANGE.) SECTION VIEW "A" - LIGHT GAUGE HEADER DETAIL �"'^^•�. FASTEN FLOOR ^ °"'�' "' JbYI IYJ—D4 UK bUUI IZD—J4 - VERTICAL STUD WITH (6)—#12 x 4 3/4" LONG CAP TRACK SCREWS. INSTALL SCREWS TO ORIENTED AS SHOWN. FASTEN MISS PUNCH —OUTS. TRACK TO HEADER WITH (6)—#12 SCREWS (3 AT EACH FLANGE.). FASTEN TRACK TO JAMB STUD THROUH WEB WITH N C-i AT VF R T_ W A I I !� T[ in CLIP ANGLE: 1 1 /2" x 1 1 /2" x LT. GA. STUD WALL dK EL: 16'-0" T/ LT. GA. CAP TRACK Q 3 5/8" 362S162-54 (50KSI) OR 6" 60OS162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR STUD SIZE AND LOCATION. co II III EL: 12'-5 1 /4' T/ LT. GA. JOIST FRAMING 4 JOIST FR S1.03 S3.01 3/4"=1'-0" 3 5/8" 362T125-54 (MIN.) OR 6" 60OT125-54 (MIN.) CAP TRACK. FASTEN STUDS TO TRACK WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING W/ #10x1-1/2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS @12"O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN FLOOR JOIST TO VERTICAL STUD WITH (6)—#12 SCREWS. INSTALL SCREWS TO MISS PUNCH —OUTS. AMING AT VERT. WALL STUD LT. GA. STUD WALL EL: 12'-5 1 /4" T/ LT. GA. JOIST FRAMING " •r�y 6" 60OS162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR LOCATION. 6 JOIST FR 51.03 S3.01 3/4"=1'-0" 3/4" STRUCTURAL GRADE PLYWOOD SHEATHING W/ #10x1-1/2" LONG FLAT HEAD TEKS 3 WTM WOOD TO METAL SELF DRILLING SCREWS @12"O.C. AT EACH SUPPORTING JOIST AND PERIMETER TRACK. 8" 80OS162-54 (50KSI) LIGHT GAUGE JOIST SPACED AT 16" O.C. (MAX.). FASTEN FLOOR JOIST TO VERTICAL STUD WITH (6)—#12 SCREWS. INSTALL SCREWS TO MISS PUNCH —OUTS. 54MIL (16GA) x (STUD WIDTH). FASTEN TO TRACK AND STUD WITH (2)—#10 SCREWS AT EACH LEG. 362T125-54 OR 60OT125-54 TRACK ORIENTED AS SHOWN. 6" DEEP HEADER. SEE FASTEN TRACK TO JAMB STUD VIEW 'A' FOR ASSEMBLY WITH (2)—#10 SCREWS (1 AT AND CONNECTION EACH FLANGE). FASTEN REQUIREMENTS. TRACK TO FULL HEIGHT STUD WITH CLIP ANGLE AND (4)—#10 SCREWS (2 AT EACH LEG). ELEVATION VIEW "C" - LIGHT GAUGE HEADER AT PARTIAL HEIGHT VERTICAL JAMB STUD DETAIL 3 5/8" 362T125-54 (MIN.) OR 6" 600T125-54 (MIN.) CAP TRACK. FASTEN STUDS TO TRACK WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) 3 5/8" 362S162-54 (50KSI) OR 6" 60OS162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR STUD SIZE AND LOCATION. EL: SEE ARCH'L DWG's B/ HEADER T/ OPENING 3 5/8" 362S162-54 (50KSI) OR 6" 60OS162-54 (50KSI) LIGHT GAUGE STUD JAMB EACH SIDE OF OPENING. VIEW B 6" DEEP HEADER. SEE VIEW 'A' FOR ASSEMBLY AND CONNECTION REQUIREMENTS. ELEVATION VIEW "B" - LIGHT GAUGE HEADER AT FULL HEIGHT VERTICAL JAMB STUD DETAIL CLIP ANGLE: 1 1 /2" x 1 1 /2" x 54MIL (16GA) x (STUD WIDTH). FASTEN TO TRACK AND STUD WITH (2)—#10 SCREWS AT EACH LEG. 362T125-54 OR 60OT125-54 SILL TRACK ORIENTED AS SHOWN. ELEVATION VIEW "C" - LIGHT GAUGE SILL DETAIL � A / VIEW D \X/ EL: SEE ARCH'L DWG's T/ OPENING SILL 3 5/8" 362T125-54 (MIN.) OR OMIT RTICAL ST S AN SILL. 6" 60OT125-54 (MIN.) BASE A ULL HEIGH OPENING TRACK. FASTEN STUDS TO / TRACK WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) EL: 0'-0" VIEW C i/ CONC. sine AMING AT VERT. WALL STUD TYPICAL OPENING DETAIL AT LIGHT GA. F Sl 031S3.01 3/4 —C RAMED WALL Oman McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 prolsob SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD F6LORIDA30 Scope Drawk" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawl" Tltl& MEZZANINE FRAMING DETAILS Rerlalonei 10/16/17 - ISSUED FOR PERMIT love Date Drawn By Checked By 10/10/17 CO/JTS JTS Drawling NwAm S101 20m17=1218 EL: VARIES T/ TILT -UP PANEL AT PARAPET Q Cn L'i Of a EL: 20'-11 1/2" T/ EMBED PLATE PL-4 WELD PLATE PL-4: — SEE PANEL LAYOUT DRAWINGS FOR LOCATION EL: 17'-1 3/4" T/ EMBED PLATE PL-2 7 1/4" INSIDE FACE OF TILT -UP PANEL ,.e.PROVIDE (2)-#4 U-BANDS SPACED AT 2" O.C. AROUND EMBED PLATE PL-4. 12 IF F�3/8 i NXEZE60aftf111 S1.04 S4.01 3/4"=1 "-0" S1.05 11 1 PURLIN BY KBS. CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. PEMB RAFTER AND CONNECTION TO EMBED PLATE BY KBS. -TEMPORARY ERECTION SEAT BY KBS. -WELD PLATE PL-2: SEE PANEL LAYOUT DRAWINGS FOR LOCATION AT TILT -UP PANEL. INSIDE FACE OF TILT -UP PANEL EL: VARIES T/ TILT -UP PANEL AT PARAPET METAL BUILDING ROOF PURLIN BY KBS. Q J CONTINUOUS PURLIN SUPPORT "' ANGLE AND CONNECTION TO EMBED PLATE BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. � PEMB PURLIN AT TILT -UP PANEL S1.051S4.01 3/4"=1 "-0" 7 1/4 " EL: 18'-4" T/ TILT -UP PANEL AT GUTTER WALL INSIDE FACE OF TILT -UP PANEL 1/2" GAP FOR SHIM PLATE —TYPICALLY, PROVIDE A PL-1/2"x4"x7 1/2" STEEL SHIM PLATE BETWEEN EMBED PLATE AND WIND GIRT. WHERE GAP WIDTH VARIES, ADJUST PLATE THICKNESS IN 1/8" INCREMENTS. STEEL SHIM PLATE SHALL BE A MINIMUM OF 1/4" THICK. 7 1/2" PL-3 METAL BUILDING ROOF PURLIN BY KBS. 12 CID T/ EMBED PLATE PL-1 CONTINUOUS PURLIN SUPPORT WELD PLATE PL=1: _ ANGLE BY KBS.REFER TO SEE PANEL LAYOUT SHOP DRAWFOR SIZE AND INGS DRAWINGS FOR LOCATION CONNECTION INFORMATION. PROVIDE (2)-#4 U-BANDS CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE SPACED AT 2" O.C. AROUND EMBED PLATE PL-3. AND CONNECTION INFORMATION. 3'-0" 3/16 N 4 3/16 4 i CID 1E VA :� PEMB SIDEWALL WIND GIRT AT END WALL. 7 1/4" EL: VARIES INSIDE FACE OF TILT -UP PANEL 1/2" GAP FOR SHIM PLATE TYPICALLY, PROVIDE A PL-1 /2"x4"x7 1/2" STEEL SHIM PLATE BETWEEN EMBED PLATE AND WIND GIRT. WHERE GAP WIDTH VARIES, ADJUST PLATE THICKNESS IN 1/8" INCREMENTS. STEEL SHIM PLATE SHALL BE A MINIMUM OF 1/4" THICK. -r i/ IILI-UN F'ANtL I-- = :-. METAL BUILDING ROOF AT PARAPET PURLIN BY KBS. N¢ . EL: 20'-11 1/2" T/ EMBED PLATE PL-1 WELD PLATE PL=1: CONTINUOUS WIND GIRT SEE PANEL LAYOUT BY KBS. REFER TO SHOP DRAWINGS FOR LOCATION DRAWINGS FOR SIZE AND CONNECTION INFORMATION. 3/i6 4 3/16 4 PEMB WIND GIRT AT TILT -UP PANEL S1.04 S4.01 3/4"=1'-0" 7 1/4" S1.05 INSIDE FACE OF F-) EL: 18'-4" T/ TILT -UP PANEL AT GUTTER WALL EL: 17'-10" T/ EMBED PLATE PL-4 WELD PLATE PL-4: SEE PANEL LAYOUT DRAWINGS FOR LOCATION EL: 14'-0 1/4" T/ EMBED PLATE PL-2 5 PEMB RAFTER S1.04LS4.01 3/4"=1'-0" S1.05 EL: VARIES TILT -UP PANEL PROVIDE (2)-#4 U-BANDS SPACED AT 2" O.C. AROUND EMBED PLATE PL-4. I 12 �r- 3/8 1 - CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. PEMB RAFTER AND CONNECTION TO EMBED PLATE BY KBS. TEMPORARY ERECTION SEAT BY KBS. WELD PLATE PL-2: SEE PANEL LAYOUT DRAWINGS FOR LOCATION AT TILT -UP PANEL INSIDE FACE OF TILT -UP PANEL METAL BUILDING ROOF PURLIN BY KBS. T/ TILT -UP PANEL AT PARAPET w CONTINUOUS PURLIN SUPPORT ANGLE AND CONNECTION TO EMBED PLATE BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. � PEMB PURLIN AT TILT -UP PANEL EL: 24'-0" 7 1/4" INSIDE FACE OF TILT -UP PANEL -1/2" GAP FOR SHIM PLATE TYPICALLY, PROVIDE A PL-1 /2"x4"x7 1/2" STEEL SHIM PLATEN EMBED PLATE T/ TILT -UP PANEL AND WIND GIRT. WHERE GAP WIDTH AT PARAPET VARIES, ADJUST PLATE THICKNESS IN 1/8" INCREMENTS. STEEL SHIM PLATE SHALL N - BE A MINIMUM OF 1/4" THICK. 7 C) - p��3 METAL BUILDING ROOF PURLIN BY KBS. 12 T/ EMBED PLATE PL-1 ;n qF WELD PLATE PL1: SEE PANEL LAYOUT CONTINUOUS PURLIN SUPPORT 7 DRAWINGS FOR LOCATION ANGLE BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND PROVIDE (2)-#4 U-BANDS - CONNECTION INFORMATION. SPACED AT 2" O.C. AROUND =- - CONTINUOUS WIND GIRT BY KBS. EMBED PLATE PL=3. - REFER TO SHOP DRAWINGS FOR SIZE 3'-0" AND CONNECTION INFORMATION. `ID 3/16 4 3/16 4 � PEMB SIDEWALL WIND GIRT AT END WALL S1.051S4.01 3/4"=1 "-0" 7 1/4" EL: 18'-4" INSIDE FACE OF TILT -UP PANEL 1/2" GAP FOR SHIM PLATE TYPICALLY, PROVIDE A PL-1 /2"x4"x7 1/2" STEEL SHIM PLATE BETWEEN EMBED PLATE AND WIND GIRT. WHERE GAP WIDTH VARIES, ADJUST PLATE THICKNESS IN 1/8" INCREMENTS. STEEL SHIM PLATE SHALL BE A MINIMUM OF 1 /4" THICK. METAL BUILDING ROOF PURLIN BY KBS. T/ TILT -UP PANEL ILi AT GUTTER WALL EL: 17'-10" CID T/ EMBED PLATE PL-1 WELD PLATE PL=1: C ONTINUOUS WIND GIRT SEE PANEL LAYOUT REFER TO SHOP DRAWINGS FOR LOCATION FOR SIZE AND ON INFORMATION. � PEMB WIND GIRT AT TILT -UP PANEL_ S1.041S4.01 3/4"=1 "-0"" S1.05 Owm McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PrONch SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Scope Drawb" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawn nun ROOF FRAMING DETAILS RGVMOM 10/16/17 - ISSUED FOR PERMIT Ntw Date Drawn By Checked By 10/16/17 CO/JTS JTS S1.041S4.01 3/4"=1'—O" S1.041S4.01 3/4"=1'-0" 20m17m1218 7 1 /4" PEMB RAFTER AND CONNECTION TO EMBED PLATE BY KBS. EL: 18'-4"10 T/ TILT —UP PANEL AT GUTTER WALL EL: 17'-10" CD T/ EMBED PLATE PL-5 WELD PLATE PL-5:—C SEE PANEL LAYOUT DRAWINGS FOR LOCATION EL: 14'-0 1 /4" INSIDE FACE OF TILT -UP PANEL PROVIDE (2)-#4 U-BANDS SPACED AT 2" O.C. AROUND EMBED PLATE PL-4. 12 3/81 '— CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. PEMB RAFTER AND CONNECTION TO EMBED PLATE BY KBS. Y T/ EMBED PLATE PL-2 _ w TEMPORARY ERECTION N N SEAT BY KBS. H WELD PLATE PL-2: SEE PANEL LAYOUT DRAWINGS FOR LOCATION PEMB RAFTER AT TILT-UP PANEL S1.04IS4.02 3/4 1'-6" 9 1 /4„ OVERHANG INSIDE FACE OF TILT -UP PANEL 6" 2"_ o Q z w rn Ld v L. 3/4"0 HALF ROUND CORNER ANGLE L-2: DRIP EDGE 3/4" . •• •: L8x8x1 /2 x 1'-0" LONG FASTENED 8" WIDE x 3/4" THICK x CONTINUOUS_J':*"...TO PANEL W/ (4) 5/8"0 x 6" MASTICORD BEARING PAD BY JVI. LONG SIMPSON TITEN HD ANCHORS. ADHERE BEARING PAD TO TOP OF REFER TO TILT —UP PANEL LAYOUT PANEL PRIOR TO SETTING CAP PANEL. DRAWINGS FOR LOCATIONS. TI LT- U P CAP PANEL AT FEATURE TOWER S1.061S4.02 1 "=1'-0" 0'-11" PROVIDE (2) #4 U-BANDS- SPACED AT 2 O.C. AROUND EMBED PLATE PL-3. 3/8 1 PEMB RAFTER AND—' CONNECTION TO EMBED PLATE BY KBS. METAL BUILDING ROOF PURLIN BY KBS. TEMPORARY ERECTION - SEAT BY KBS. 2 PEMB R S1.04 S4.02 3/4"=1'-0" AFTER WELD PLATE (PL-7a) 3/8" x 9" x 1'-3" W/ (6)-1 /2"0 x 5" STUDS WELD PLATE AT THIS SIDE OF 3/16 6 PANEL JOINT ONLY 3/16 6 7 1 /4" Elm- INSIDE FACE OF TILT -UP PANEL i1 EL: 18'-4" T/ TILT -UP PANEL AT GUTTER WALL EL: 17'-10" 0 v, r T/ EMBED PLATE PL-3 CONTINUOUS WIND GIRT BY KBS. REFER TO SHOP DRAWINGS FOR SIZE AND CONNECTION INFORMATION. WELD PLATE PL-3: SEE PANEL LAYOUT DRAWINGS FOR LOCATION AT TILT -UP PANEL 3/4" PANEL JOINT 8" F 1 /4 I � - WELD PLATE 1/4" (PL-7b) SHEAR PLATE R-1 /4"x12"x1'-7" I Cv (6)-1 /2"0 x 5" 3" 3" LONG HEADED STUDS 1 1/2' 1 1 /2" 9" 00 Cl � 9/16" x 1 1 /2" HORIZ. SLOTS IN SHEAR PLATE & � 1 /2"0 x 1 3/4" A325 BOLT W/ PLATE WASHERS 5/16" x 2" x 0'-2 NOTE: SEE PANEL DWGS. FOR LOCATIONS. 24" DIA. CONCRETE COLUMN N a REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES SPACED AT 12" O.C. (MAX). 2" DIA. PVC CONDUIT AS REQUIRED. COORD. WITH `V ELECTRICAL DRAWINGS. PLAN VIEW "A" AT TOP OF CONCRETE COLUMN 12 3/8 1 PEMB RAFTER AND — CONNECTION TO COLUMN BY KBS. HSS-8x8 COLUMN AND BASEPLATE BY KBS. EL: 8'-0" T/ CONC. COLUMN EACH VERTICAL BAR — SHALL BE TERMINATED WITH A STANDARD 12" HOOK 2" CLEAR FROM TOP OF COLUMN. CONC. COLUMN 4 4 /n" All ^11iAAinr (3 \ PEMB CANOPY RA S1.04IS4.62 3/4 1 1 /2" 6" 1 1 /2" P_ 7 I.-3/8" x 9" x 1'-3, W/ (6)-1 /2"0 x 5" LONG HEADED STUDS VIEW B WELD PLATE (PL-7c) SHEAR PLATE CONNECTION DETAIL (10 LOCATIONS) S4.02 1 "=1'-0" N x \ LL_ FURNISH HEAVY HEX NUT W/ FLAT WASHER HEAVY HEX LEVELING NUT NOTE: PROVIDE 4 1 /2" PROJECTION OF ANCHOR ROD ABOVE TOP OF COLUMN. HEAVY HEX NUT -TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD �o 0 o' w cy o✓ w TYPICAL ANCHOR ROD DETAIL sc i i/s" = i -o FTER TO CONC. COLUMN CONN. 4�° 9/16"0 HOLES IN PL OV & 1 /2"0 F-43 PLAIN " cV " FERRULE INSERTS & F-45 CAP PLUG BY C DAYTON-RICHMOND CNS N VIEW C \ r- R-3/8" x 4" x 1'-3" W/ (3)-1 /2"0 x 5" LONG HEADED STUDS NOTE: SHIP W/ (2) 1 /2"0 x 1 3/4" A325 BOLTS & (2) PL WASHERS 5/16 x 2" x 0'-2" W/ 9/16"0 HOLE CENTER IN WASHER EMBED PLATE (PL-7b) SC: 1 "=1'-0" 3/16 ownw, IRcKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA NO. 27082 Prois" SKY POWER SPORTS SHOP & STORAGE BUILDING 8710 WEST 1ST STREET, 8ANFOa�FLORIDA 800pe Drarinpa These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w..ro nuw ROOF FRAMING DETAILS Reftom 10/16/17 - ISSUED FOR PERMIT •w wb btw Data u�nF Dram By d+�M Chaokad By MMM 10/16/17 EOIJfB CO/JTS RB JTS SEAL S►(t�t4 NO. 6 ��'9Z: OF NAL�� 20ml7w1218 24'-6" (EXCLUDING CAP PLATES) 1'-7" !►. 3'-6" 3'-6" 3'-6" 3'-6" POINTS I I I I I I I I I I I I 1 c�N> HSS` I 1 BEN 1 _ 12" _ _ 1 - - 1 2'� - I 4X4x I I 1 1 _ _ X1M�M MEMBER 1 2 3/4" i 12 3/4" 1 3/18 TOP CHORD w— — — — — — --------I-------------------+ 12' --vt4----------------------' X 12_7 1/4" 1 00 j op CNOR� I X I " " ' — — " ' I _ _ _ I MAXI MUM MEMBE rn I HSS,gX4X3'16 I FULL ' " " - i 3/16 TYP. - _ I R (ENGTH) I w- - - - - - - - - - - - - - --------- - I DEPTH _ 1 3/16 \-- 1 _ 1 00 1 � ""'--�� � \\ 3/16 TYP. � I �� I \\ _',- I N "' _ 4" I HSS-4x3x1 /8 - I \ \ 3/16 X - - TYP HSS-4x3x1 /8 � �� -------- -- ------ -- oo \ y X 1 00 ,� 00 I \\ (TYP.) LO A 1 (TYP.) 1 \ \ SSA 15fd- ��'� 1 \ 'ySs 1 00 X �. cn \ r ) ' S\4x3x1 g 00 Cn I I FULL \\ I 3/16 I \ � 10 o I 10 = 1 TYP. 3/16 I DEPTH \ I 3/16 TYP. I \ \ \ I / J DEPTH 10 I 10 DEPTH I I \ I I '. " ----- ---- ------------------=-------------------L --------------- -Sl=-- -- -- 10" END CAP PLATE: 10" PL-1 /2"x10"x0$-10" W/ (4)-11 /16" 0 HOLES PL-1 /2"x10"x0'-10" W/ (4)-11 /16"0 HOLES PL-1 /4"x4"x0'-4" (TYP.) L1„ (7" GAGE E.W.) FOR 1 /2"0 A325 THREADED 3/S4.03 (7" GAGE E.W.) FOR 1/2"0 A325 THREADED 1" STUDS. STUDS. 6„ 3,-8„ I S-6„ 3'-6„ L S-6„ 31 -611 33-811 6„ WORKING POINTS DETAIL REVISED 1 /4" IN FULL SS —TRUSS 1 — T S1.05 S4.03 1 "=1'-0" YPICAL OF (4) LOCATIONS 1 N X ISL o ry O Ln 0' 0' O z co r0 o% O 14- u7 LL. lei HSS-4x4x3/16 BOTTOM CHORD x 22'-4" FURNISH HEAVY HEX NUT W/ FLAT WASHER HEAVY HEX LEVELING NUT NOTE: PROVIDE 4 1 /2" PROJECTION OF ANCHOR ROD ABOVE TOP OF COLUMN. HEAVY HEX NUT —TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD HSS-4x4x3/16 CANOPY 1 FRAME. REFER TO DETAIL ' " ¢ 1 /S4.04 FOR LAYOUT AND w cy ASSEMBLY INFORMATION. , — �' _ — �' " I = rY -_ I TYPICAL ANCHOR ROD DETAIL "-" HSS-8x8x3 16 1 1 I SC: 1 1 /2" = 1'-0" CAP PLATE I EL: 15'-6» -- B/ HSS-TRUSS 1 (EAS -t _ ----------- - - - - - 10„ HSS-8x8x3/16 CAP PLATE: '-6" 1 3 1 /2 3 1 /2 (1' —1 /2 x10 x0 —10 W/ EL: 14 B/ HSS= TRUSS 1 (SOUTH) HSS—TRUSS 1: REFER 1 1 /2" 1 1 /2" (4)-1/2" DIA. x 2" LONG i TO DETAIL 1 /S4.03 FOR \ THREADED STUDS. DRILL EL: 12' 6" LAYOUT AND ASSEMBLY N .— 1 I I THROUGH CAP PLATE, PLUG B/ HSS-TRUSS 1 (WEST) INFORMATION. I I I WELD 1 /2"0 STUDS, AND - GRIND FLUSH. I o V. - I- L I L HSS-8x8x3/16 COLUMN I - I \ C�4 1 1 1 /2" ALLOWANCE HSS-8x8x3 16 I FOR SHIM AND GROUT PLAN VIEW "C" HSS-8x8x3/16 CAP PLATE BASE PLATE I B EL: 8'_ 0„ .` 1,_ 4„ HSS-8x8x3/16 BASE PLATE: T/ CONC. COLUMN 2" 2" R-3/4"x16"xO'-10" W/ EACH VERTICAL BAR a 6" 6" (4)-1 1 /16" DIA. HOLES. SHALL BE TERMINATED ° I I WITH A STANDARD 12 o 3/16 HOOK 2" CLEAR FROM a N Q TOP OF COLUMN. _ 24" DIA. CONCRETE COLUMN a o w - _ 1 _ REINFORCED WITH (8)—#6 o . C5 1— VERTICAL AND #3 TIES ° U) - SPACED AT 12" O.C. (MAX). ° Cn N CV . 2" DIA. PVC CONDUIT AS REQUIRED. COORD. WITH CONC. COLUMN - -1 ELECTRICAL DRAWINGS. 1'-0" 1 1'-0" PLAN VIEW "B" HSS-8x8x3/16 BASE PLATE 2 HSS—TRUSS CANOPY TO CONCRETE COLUMN CONNECTION S1.05 S4.03 3/4"=1'-0" 7 1 /4" 8'-0" INSIDE FACE OF TILT —UP PANEL ]Fl/2" ° 6'-5 1 /2" (2)-5/8"0 x 6" LONG SIMPSON TITEN HD ANCHOR BOLTS PER CONNECTION. PROVIDE A 6" DEEP HOLE DRILLED WITH A 5/8"0 BIT. 3 HSS CANOPY S1.05 S4.03 1 "=1'-0" 54.04 4 /FULL DEPTH PROVIDE A PL-1 /2x4"x0'-10" STEEL PLATE WITH (2)-3/4" 0 HOLES SPACED AT 7" C/C AT EACH PERPENDICULAR HSS-44. REFER TO DETAIL 1 /S4.04 FOR LOCATIONS AND WELD REQUIREMENTS. 1'-7„ 1 /4„ y 1 1 1 I FULL 4 I DEPTH 4 I I I 114., I HSS—TRUSS HSS-4x4x3/16 PL-10x10x1/2 I TOP AND BASE PLATE BOTTOM CHORD TYP. FULL 10 1 3/16 DEPTH 10 I HSS-4x3x1 /8 WEB MEMBER i 1 1 /2" 1 1 /2" 3 1 /2" 3 1 /2" — — — — — — — — �---- —— EL: VARIES � I T/ HSS—TRUSS 1 CANOPY FRAME BEARING HSS-4x4x3/16 CANOPY FRAME. REFER TO DETAIL 1 /S4.04 FOR LAYOUT AND ASSEMBLY INFORMATION. HSS—TRUSS 1: REFER TO DETAIL 1 /S4.03 FOR LAYOUT AND ASSEMBLY INFORMATION. FRAME CONNECTION AT TILT —UP PANEL EL: 15'-6" \-F B/ HSS—TRUSS 1 (EAST) EL: 14'-6" B/ HSS—TRUSS 1 (SOUTH) EL: 12'-6" B/ HSS—TRUSS 1 (WEST) ]CONSTRUCTIONON00 CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA NO. 27082 Prol"b SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Swop. Drams These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. on.ro nuo CANOPY FRAMING DETAILS RarNlom 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. Maua Data Drawn W/IBM COIJfB M By Chaokad By 10/16/17 COIJTS JTS SEAL Z • N 25 �;9 3. S E OF 0.0% •<v S4v03 how am"n 20mIM218 oam in WORKING POINTS 1II► l '4- DETAIL REVISED IN FULL 1 S1.05 S4.0 1))=11-0)) SS -CANOPY FRAME 1 -TYPICAL OF (4) LOCATIONS 94'-7 � /4" (FXCI IIPWG CAP PI ATFSI V( \ I Y V I I 1 I\/ \ I V I L I 1\ V I 9 1 L L L Y/\ I I V I `I // a ?4'-4 1 /4" 3/S4.03 ANOPY FRAME - TOP VIEW PROVIDE A PL-1 /2x4%0'-10" STEEL PLATE WITH (2)-3/4"0 HOLES SPACED AT 7" C/C AT EACH INTERIOR PERPENDICULAR HSS-4x4x3/16. 4" PLATE —1 /2%4%0'-10" / (2)-3/4"0 HOLES PLATE MOKO!OCONSTRUCTION C GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS, COM FL CA No. 27082 proJach SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Scope Drawbpu These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dram ne« CANOPY FRAMING DETAILS RevWom 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. leas Data 56 Dream By F Ch.dad By �wwry MlMlti 10/16/17 CONTB CO/JTS RB JTSNO. SEAL ��� ON.•T'•SL.y(/���i �� `�.•• � C E N g••. C -i i100 ST OF Draft Nmftn SC04 20=17w1218 1'-0" 3/4" MOKOD 1 1 /2" g" 1 1 /2" 5" CONSTRUCTION Co. GENERAL CONTRACTORS CV 1'-0" » powwow 1 1 /2" got 1 /2" 3/4 5" Ln N -7f- 4 to 110 SSA 11 2,) 1'-0" 1 - / EPJGIIMEERS Ln 1 1 /2" 4 1 /2" 4 1 /2" 1 1 /2" 3/4" 5"Est, 1982 - - N - \ ;n N �n OF PLATE SCHUC STRUCTURALHM�AINN N 7560 RED BUG LAKE ROAD STE. 2020 DO, FLORIDA — OF PLATE I TpELE407.542.128p 65 $_ WEB: SSA- ENGINEERS. COM FL CA No. 27082 PLATE - 00 Ln (— OF PLATE L0 `" ProJactl N N N N SKY POWER WELD t-1/2 x4 x0 —10 WELD �'-3/4 x12 x0 —8 W/ WELD R-3/4 x12 x1 —6 W/ WELD R-3/4 x12 x2 —4 W/ SPORTS PLATE W/ (2)-1 /2" DIA. x 4" OF PLATE (6)-1 /2" DIA. x 5" LONG OF PLATE (8)-1 /2" DIA. x 5" LONG OF PLATE (12)-1 /2" DIA. x 5" LONG LONG HEADED STUDS HEADED STUDS WELDED TO HEADED STUDS WELDED TO HEADED STUDS WELDED TO WELDED TO PLATE PLATE PLATE PLATE SHOP & STORAGE BUILDING WELD PLATE PL-1 WELD PLATE PL-2 WELD PLATE PL-3 WELD PLATE PL-4 (156 REQUIRED) (18 REQUIRED) (4 REQUIRED (17 REQUIRED) 3710 WEST 1ST STREET, SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" SANFORD FLORIDA 3046 So" Drawin& These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily 3 1 /2" indicate or describe all work required for full perfomance and completion of the requirements of 2 1 /2" ; the contract. \ On the basis of the general scope N indicated or described, the trade contractors shall furnish all items C-4 required for the proper execution and completion of the work. Drawhw TlIft STEEL PIECE DETAILS N \ 8„ 1 �-0» N 3/41 5 3/4" 3/4„ N \ 1 1 /2" g» 1 1 /2" 6" A36 _ N RODS 11— 4,1 Rovbkwm \ 1 1 /2" 6 1 /2" 6 1 /2" 1 1 /2" 1 /2» 5" 10/16/17 - ISSUED FOR PERMIT V V — lop 17 N � N \ 00 \ r Cv LO N Cn I N C° 3/4"0 HOLES OF PLATE N N o lases Date Drawn By Chocked By \ OF PLATE N ' I - I 10/18/17 CO/JTS JTS TN -I CD — WELD R-3/4"x12"x1'-6" W/ SEAL "' — (8)-1 /2" DIA. x 5 3/4" c.I ��.�u��►,,, LONG A36 RODS WELDED `C E Nyeloo BETWEEN PLATES N 5" L3 1 /2x3 1 /2x1 /4 x 4'-0" L8x8x1 /2 x 1'-0" LONG W/ o' Z NO. 2 :9 \LONG HOT DIP GALVANIZED (4) 3/4" DIA. HOLES. 7A's W 8 —1 2DIA. x 3 LONG:mooof :��vWELD-3/4 x12 x2 —4 W/ HWELD —1/2 x16 x1 —10 =, • ,, ket��: OF PLATE (8)-1/2 DIA. x 5 3/4 OF PLATE W/ (12)-1/2 DIA. x 5 / () / " " „ „ -�.. • '3 LONG S MPSON TITEN 5HD ANCHORS HEADED STUDS WELDED TO "X' 'a.•:C- oR oP� ��,` LONG A36 RODS WELDED LONG HEADED STUDS � s ••. • BETWEEN PLATES AND WELDED TO PLATE ANGLE. {PRODUCT N0. THD62600H) (4)-1 /2 DIA. x 5 LONG HEADED STUDS WELDED TO PLATE Drawbg Nmihwi WELD PLATE PL-5 WELD PLATE PL-6 CORNER GUARD ANGLE L-1 CORNER ANGLE L-2 S5001 (1 REQUIRED) (6REQ (12 REQUIRED) (24 REQUIRED) SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" Proms Nmdm 20IIIIM218 Ln r7 n N P36 101'-8" P37 N M P01 i 1IL-n P02 _1L — — IL IF — — 77 D 56.7K P03 PO4 � Iw I� z Z J J 2 U � C)4.0 1" L JL IL N u i-n ro El- iiL-n — L _L JL====— JL �r T — -lf — T 1r —1r — u i Y�l 9ti T � n Y�6 Sti i u �t'6t u u i Lld i r� 9ld i lid 0�d P31 P30 I I P21 P20 P19 P32 P33 P34 P35 40.8K-- 40.7K 40.7K 40.8K TILT —UP PANEL CASTING LAYOUT PLAN — NORTH SCALE: 1/8 $1=1'-0 it 0 EL: 0'-0" (REF.) T/ FINISH FLOOR EL: (—)1'-0" (B _10T/ WALL FOUNDATION NORTH 180° OIO Q�Q FON00RUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA N0. 27082 Proaob SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANF RD FLORIDA 3046 Sow Drams These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL CASTING LAYOUT PLAN - NORTH Refta a 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. laaw Data Dram By � Chackad By wiwin 10/16/17 coins CO/JTS JTS SEAL �`�JON.• '•SL.yG�'�i O � NO. 5 : Z' � �• STA OF :� �''ss;�NAL0G. TOM 20IM218 M (D 0 P07 .M P25 CAP PANEL n P29 P27 L— (D 4__ 00 __J1 ,iir Yob 6ti —� _= Y�L Zb i 71C9� a F u� 9ld a 9ld i old olo Q�Q P17 P16 ii Y�0'L� n u old u TILT -UP PANEL CASTING LAYOUT PLAN -SOUTH SCALE: 1 /8"=1'-0"Af,, EL: (-)l 11-off ce M P14 EL: 0'-0" (REF.) T/ FINISH FLOOR T/ WALL FOUNDATION NORTH 180° T0n02 P13 .4 JF!M0K6!JCONSTRUCTION GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 ProJacb SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 32148 Scope Drams These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DraWN nft TILT -UP PANEL CASTING LAYOUT PLAN -SOUTH Ram 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. aw Dab Draw By Che4*9dBy 10/16/19 CORS JTS SEAL NO. 56 •;2: �?J• ST OF how *AIM 20ml`71218 o.wn 0 0 (27._5g.•) (27._4f) (29,_5g») (29,_1 1 J») (23,_1 1 J») (29,_1 1 J») TILT -UP PANEL DIMENSIONAL CONTROL PLAN - NORTH EL: 0'-0" (REF.) T/ FINISH FLOOR EL: (—)1'-0" T/ WALL FOUNDATION NORTH 180° FaKOORUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS, COM FL CA No. 27082 PrONeb SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Scope Drawk" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perforhance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawl" nay TILT -UP PANEL DIMENSIONAL CONTROL PLAN - NORTH ROVMOM 10/16/17 - ISSUED FOR PERMIT Date Iww 0 Dram By Checked By 10/16/17 �,�, CO/JTS ne JTSgo SEAL ,,M,��►111111/��,,, O' • NO. 5 � � S OF :ltJ� TIM kow ftwen NmIM218 Owen TILT -UP PANEL DIMENSIONAL CONTROL PLAN - SOUTH SCALE: I/8"=1'-4" EL: 0'-0" (REF.) T/ FINISH FLOOR EL: (-)1'-0" T/ WALL FOUNDATION (9 NORTH 180° 2 0 I 0 CD 4'-0" POUR —BACK 7 1 /4" STRIP ENLARGED PANEL LAYOUT AT FEATURE TOWER. T1.021T1.02 1 /4"=1'—O" 1 T1.02 T1.03 0000 I I 0 0 14'-8" 7 1 /4" 7 1 /4" 13'-5 1 /2" (13'-4") P39 0 11 T1.02 T1.03 0000 I I 0 CD I' F 13'-5 1 /2" 7 1 /4" 7 1 /4" TILT —UP PANEL DIMENSIONAL CONTROL PLAN NOTES: 1. REFER TO DETAILS 4/S2.01 AND 5/52.01 FOR SECTIONS THROUGH THE TILT —UP PANELS AND FOUNDATION AT AND AWAY FROM THE SETTING PAD FOUNDATIONS. DUMPSTER TILT -UP PANEL DIMENSIONAL CONTROL PLAN. SCALE: 1 /8"=1'-0" MOKOD CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542,1280 WEB: SSA-ENGINEERS.COM FL CA NO. 27082 Pro*b SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Scope Drawb& These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. -- Dral ft Tfti TILT -UP PANEL DIMENSIONAL CONTROL PLAN - SOUTH Reftoam 10/16/17 - ISSUED FOR PERMIT w. w�. leew Date o...n Draw or.ep »rain wi,m na By Checked By 10/16/17 CO/JTS JTS SEAL ,,,��►IIIIIIII�I NO. 25 '�9Z: le wiry: *E ST E OF ,.'�� �'�S /0NALI���:�`• T.02ftow 20wIM218 3/4" CHAMFERS ,- ( TYP. ) z 1/8" TOOLED RADIUS CORNER DETAIL I T1.011T1.03 1 /2'=1'-0" 3/4"JOINT 3/4" CHAMFERS - (TYP.) 1/8" TOOLED z RADIUS 7 1 /4" CORNER DETAIL T1.01 1T1.03 1 /2"=1 '— 0" 7 1 /4" 3/4"JOINT _�Fv 7 1 /4" A A 0 1/8" TOOLED RADIUS (TYP.) M \ r- 3/4" CHAMFERS (TYP.) CORNER DETAIL I I T1.01IT1, 03 1 /2'=1'—O" 1/8" TOOLED RADIUS (TYP.) 1 /2" HALF ROUND DRIP EDGE CASTING 3/4" CHAMFER-J SURFACE Z 0 1/8" TOOLED `. RADIUS 3/4" CHAMFERS \ (TYP.) I� r8 CORNER DETAIL T1.01IT1.03 1 /2"=1'—O" d- \ N u7 n TYP. DOOR/WNDW HEAD 1/8" TOOLED / RADIUS 3/4" CHAMFER CASTING SURFACE II n TYP. T/PANEL DETAIL 1/8" TOOLED I RADIUS 9 1 /4" 1/8" TOOLED RADIUS 1'-2 3/4" 3/4" CHAMFERS (TYP.) 3/4"JOINT 3/4"JOINT 7 1 /4" n CORNER DETAIL T1.01IT1.03 1 /2"=1'—O" 7 1 /4" A V ,' h- 1/8" TOOLED o RADIUS (TYP.)214- M \ 3/4" CHAMFERS r- (TYP.) rq CORNER DETAIL T1.01 T1.03 1 /2"=1'-0" 3/4" CHAMFER CASTING SURFACE TYP. WINDOW SILL DETAIL T1.031T1.03 1 1 /2"=1'-0" 3/4" CHAMFERS (TYP.) r CASTING SURFACE riq- T/SCREEN WALL PANEL 3/4" CHAMFERS (TYP.) z 1/8" TOOLED o RADIUS d- M 9 1 /4" � CORNER.. DETAIL T1.01IT1.03 1 /2"=1'—O" 71/4" 3/4"JOINT 3/4" CHAMFERS (TYP) 1/8" TOOLED � RADIUS � 41 �o CORNER DETAIL T1.011T1.03 1 /2'=1'—O" 1/8" TOOLED RADIUS 3/4" CHAMFER CASTING SURFACE TYP. SQUARED EDGE 15 PANEL DTL. AT JOINT T1.031T1.63 1 1 /2"=1'—O" M CASTING _J SURFACE 3/4" 3/4" 3/4" TYP. 2 1/4 11 VERT. REVEAL 1 /2" HOLDBACK 3/4" CHAMFER 8 1 2" BEVELED EDGE CD S • lLLJ Q c� W Q � /3r,, T J -L o t/J cV �W U = CV 00 � M \ W m C9 1 /4" n CORNER. DETAIL T1.01IT1.03 1 /2"=1'-0" 3/4"JOINT 7 1 /4" 3/4" CHAMFERS Uv (TYP.) 1/8" TOOLED RADIUS „ CORNER DETAIL T1.01IT1.03 1 /2"=1'-0" 3/4" CHAMFERS CASTING SURFACE TYP. SQUARED EDGE PANEL DETAIL AT END OF WALL ri T1.03IT1.63 1 1 /2"=1'-0" r \ CASTING 3/4" 3/4" SURFACE 2 1 /2" TYP. 3 1 /2" HORIZ. REVEAL 1/8" TOOLED RADIUS 3/4" CHAMFERS -J (TYP.) 3/4"JOINT 9 1 /4" n CORNER DETAIL T1.01IT1.03 1 /2"=1'-0" PANEL JOINT NOMINAL PANEL WIDTH NOMINAL PANEL WIDTH (ACTUAL PANEL WIDTH) 3/8" 3/8" (ACTUAL PANEL WIDTH) 1/8" TOOLED RADIUS 3/4" CHAMFERS CASTING (TYP.) 3/4"JOINT SURFACE r12-�TYP. PANEL JOINT DET. I 1 /2" HOLDBACK 3/4" CHAMFER 8 1 /2" BEVELED EDGE LWORKING POINT FOR CASTING -J TILT -UP PANEL LAYOUT SURFACE 9 1/4" BEVELED EDGE T1.031T1.03 1 1 /2"=1'—O" Omen MOKOD CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542,1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 prolcb SKY POWER SPORTS SHOP & STORAGE BUILDING 8710 WEST 1ST STREET, SAlF0923FLORIDA Scope Draw pay These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily in or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. brarrq Tma TILT -UP PANEL EDGE AND CORNER DETAILS Ra�rNlona� 10/16/17 - ISSUED FOR PERMIT km Date 10/16/17 Dram By CO/JTS CMcted By JTS T7.03 20=17w1218 IT i.Q3 T1.03 1 1 /2"=1'-0" T1.03 T1.03 1 1 /2"=1'—O" T1.03 T1.03 1 1 /2"=1'—O" T1.03 T1.03 1 1 /2"=1'—O" 1 2 3 4 5 6 7 55-0" 255'-0" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" TO GRID 8 27'-6" 27'-6" 27'-2" 26'-4" 30'-0" 30'-0" 28'-0" 30'-0„ 00 EL: 24'-0" X# X# T/PANEL T/PANEL81-019 EL T/PANEL IF IL JL JL J _1L J _1L JL _JL EL: 0'-0° T/SLAB ON GRADE P36 P37 P01 P02 P03 PO4 P05 P06 EAST INTERIOR TILT -UP PANEL ELEVATION s s ,o 255'-0" 8'-6 A B 25'-6" 25'-6" 25'-6" 25'-611 8'-6" 100'-0" EL: 25'-6"00 TO GRID 7 30'-0" 26'-4" 27'-2" EL: 25'-6" 36'-0" 28'-0" " 36'-0 T/PANEL T/PANEL 190 MIN EL: 24 T/PANEL T/PANEL EL: 22'-6" T/PANEL * � � � � + � � � � -� � � II � � � � � � �- I I EL 22'-6" T/PANELFL IF JL L><L- LJL V/SLAB ON GRADETr A T/SLAB ON GRADE P07 P08 P09 P25 P26 P10 P11 P12 EAST INTERIOR TILT -UP PANEL ELEVATION SOUTH INTERIOR TILT -UP PANEL ELEVATION 10 g g 7 6 5 4 3 255'-0" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" TO GRID 2 7 1/4" 26'-6 3/4" 26'-4" 30'-0" 30'-0" 28'-0" 30'-0" 24'-0" 30'-0" EL 24'-0" T/PANEL EL: 18'-4" T/PANEL II p II II � II III � II � II II � � II � N III II II* II V1. 7F -IF EL: 0'-0" , 1. 1 1 11 T/SLAB ON GRADE P13 P14 P15 P16 P17 P18 P19 P20 WEST INTERIOR TILT -UP PANEL ELEVATION ow"n MOKOO CONSTRUCTION Co. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Proleob SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3048 Scope Drawilopi These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 OWN rnl« 11 TILT -UP PANEL ASSEMBLY DRAWING Reflona 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. 11 leew Dale Dram By F Checked By F MIMIR 10/16/17 CO/.ITB CO/JTS RS JTSft SEAL NO. �. S E OF TI..04 20IIIIIIIM218 Owen EL: 18'-4" T/PANEL EL: 8'-0" T/PANEL EL: 0'-0" T/SLAB ON GRADE EL: 8'-0" T/PANEL EL: 0'-0" "-FT/SLAB ON GRADE 2 255'-0" 25-625'-6" GRID 29'-6" 27'-6" 55-0" 27'-6' P21 P30 P31 WEST INTERIOR TILT —UP PANEL ELEVATION 100'-0" f— 7 1/4 " 24'-8 3/4" 24'-8" 241-8' 24,-8 3/4, 7 1 /4" P33 P34 NORTH INTERIOR TILT —UP PANEL ELEVATION P35 A EL: 24'-0" '�F T/PANEL EL: 18'— 4" T/PANEL EL: 0'-0" T/SLAB ON GRADE 100'-0" 7 1 /4 32'-11 3/8" 32'-10 3/4" 32'-11 3/8" 7 1 /4 P22 P23 P24 NORTH INTERIOR TILT —UP PANEL ELEVATION PcKee TGENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 Project, SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3048 Scope Dravftp, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL ASSEMBLY DRAWING Rermbul 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. laws Date Drawn By CMd ed By 10/10/17 CO/JTS JTS Drswbg NuMeri T1n05 project *111111am 20mIM218 iff VERTICAL REVEALS - � PEMB RAFTER SEA EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL-1 (U.N.O.) o T L2 I 0 `a - I N T L2 M T N \ \ =O C' Z O I ip O O N I � T io T L2 P0- 00 = 0 o i T O 00 N � � M N) 1 ro d C9 J=p t~ CD N c� UJ W a- � 2= 0 K_ q #4 WALL TIES 27'-1 5/8" 5'-1 1 /4" 15'-9" 5-10 7/8" 1'-7 5/8" - 25'-6" ,. '_7'1 2'-1 1 /2" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" , S-9 1 /8" (7)TIES®4'-0"=24'-O" ACTUAL PANEL WIDTH VERTICAL REVEALS � PEMB RAFTER SEAT-- EMBED PLATE AND RAFTER EMBED PLATE PL-4 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL-1 (U.N.O.) � � N -4 �i o \ Ln o T PL-7a T PL-7b -2 "' i b ~' T RVL s s G7 O O N - o �I \ I cV I T RVL 1 00 M� _ \ 00 O i T RVL M J F s Q 00 (/w7 OWF- (n W GI Z (n cn __� U Jaf Q N =p W� Q� Z UJ O Z NC W n W n W a 2 O #4 WALL TIES J LU POl a. FACE STRUCTURAL REVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 1 36-9 3/4" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1 /4"' 1 3/4' 52.2 K BL to TR 1 36-9 3/4"' 1 4,000 PSI 12.9 CY 580 SF 1 (UP) FACE ACTUAL PANEL WIDTH 29'-11 1/4" 22'-11 5/8" 6'-11 5/8" � PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED 7 1/8" PLATE PL-4 (U.N.O.) 31-10 1 /8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" � PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) T PL-1 T PL-4 -4. 1 M T PL-7b i o-1 T PL-2 5 1 /4" PL-7b T RVL- = o L 8-11 55/6- 12'-0" 8'-11 5/6_ N <0 0 (OPNG) 0 � I N I TRVL --- _-_ \N I M \ 00 LO o T RVL � s � M rn H Q� Z p WN JQ s N o O ~OW Z UJ W> O I-= a- O J wa W �� � #4 WALL TIES (8)1IESO4'-0'=28'-0" 11 5/8" 11 5/8 00 3 0 to I 26'-3 1/4- 2 1 /4" 2 1 /4" 5'-0 7/8" 5'-0 7/8" 15'-9" 23'-9 5/8" 2'-5 5 5 1/8" 4 1/8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" co I T PL-1 T PL-4 �. o \ I T PL-7apo. II (I rn T PL-2 I ( 8 5 1/4n PL-7b PL-7a 5'-1 5/8 /(OPNG)---, (7)1IESO4'-0'=24'-0" 1'-1 5/8" 1'-1 5/8' \ CD s r IInN0 M¢Ma, J <Z P02 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 35-2" N/A 7 1 /4" 1 3/4" 1 46.7 K I BL to TR 1 35-2" 4,000 PSI I 11.5 CY 520 SF 29'-1 l 1 /4" PANEL EDGE PROFILE VERTICAL REVEALS - � PEMB RAFTER SEA EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) � PEMB WIND GIRT - EMBED PLATE PL-1 (U.N.O.) rn T/PL-2 TILT -UP WALL PANEL NOTES: 1. ALL EXTERIOR WALL PANELS ARE SHOWN OUTSIDE FACE CAST DOWN. THE NUMBERS ON THE DIMENSIONAL CONTROL PLAN ARE SHOWN ON THE SIDE OF THE PANEL TO BE CAST FACE UP. 2. ALL PANEL JOINTS SHALL BE FORMED AND SHALL BE 3/4". 3. + DENOTES A #4 WALL TIE LOCATION. SEE PANEL LAYOUT DRAWINGS FOR LOCATIONS OF WALL PANEL TIEBACKS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY EREC11ON BRACES TO SAFELY SUPPORT THE WALL PANELS UNTIL THE STRUCTURE IS COMPLETE AND CAPABLE OF PROVIDING PERMANENT SUPPORT FOR THE WALL PANELS. A MINIMUM OF TWO BRACES PER PANEL SHALL BE USED. REFER TO LIFTING AND BRACING DRAWINGS FOR LOCATIONS AND DETAILS OF BRACE ATTACHMENTS TO THE WALL PANELS. 5. THE GENERAL CONTRACTOR AND ARCHITECT SHALL VERIFY AND APPROVE ALL WALL PANEL AND OPENING DIMENSIONS, REVEALS, BEARING POCKET AND WELD PLATE LOCATIONS AND ALL OTHER EMBEDDED ITEM LOCATIONS WITH THE ARCHITECTURAL, ENGINEERING AND MECHANICAL DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED BY NOTATION ON THE APPROVAL DRAWINGS BEFORE THE CASTING OF ANY WALL PANELS. 6. STRUCTURAL CONCRETE FOR WALL PANELS SHALL BE NORMAL WEIGHT STONE AGGREGATE. THE CONCRETE SHALL BE MECHANICALLY VIBRATED AS REQUIRED TO PROVIDE A SMOOTH FACE FINISH WITHOUT VOIDS OR HONEYCOMB AREAS AND TO INSURE FULL EMBEDMENT OF ALL EMBEDDED ITEMS. 6.1. WALL PANELS P01-P40 SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 7. ALL VERTICAL AND HORIZONTAL PANEL DIMENSIONS ARE TO EDGE OF CONCRETE. AT PANEL JOINTS, HORIZONTAL DIMENSIONS PLUS THE APPROPRIATE JOINT HOLDBACK WILL GIVE THE NOMINAL PANEL DIMENSIONS. 8. ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED. 9. ALL EMBEDDED ITEMS SHOWN ARE TO BE CAST INTO THE INSIDE (UP) FACE OF THE PANELS, UNLESS NOTED OTHERWISE. ALL REVEALS SHOWN ARE TO BE CAST INTO THE OUTSIDE (DOWN) FACE OF THE PANELS, UNLESS NOTED OTHERWISE. 10. NO OPENINGS SHALL BE MADE IN THE TILT -UP WALL PANELS, EXCEPT AS SHOWN ON THE DRAWINGS, WITHOUT PRIOR APPROVAL OF SCHUCHMANN STRUCTURAL ASSOCIATES, LLC. 11. ALL TILT -UP PANELS SHALL BE FULLY GROUTED PRIOR TO ERECTION OF THE STRUCTURAL STEEL ROOF FRAMING. 12. ALL PANELS SHALL RECEIVE A STEEL TROWEL FINISH ON THE INSIDE (UP) FACE OF THE PANEL. 13. "SF" DENOTES STEPPED FOUNDATION LOCATION AT PANEL JOINT INDICATED. 13.1. T/FOUNDATION EL: (-) 1'-O" AT PANELS P01-P40. 14. THE TILT -UP WALL PANEL THICKNESS SHALL BE AS NOTED ON THE PANEL LAYOUT DRAWINGS. 15. TYPICAL PANEL THICKNESS AT ALL WALLS SHALL BE 7-1/4" WITH A MINIMUM STRUCTURAL THICKNESS OF 6-1/2" AT 3/4" DEEP REVEALS. 16. ELASTOMERIC BEARING PADS SHALL BE "MASTICORD" BY JVI, INC., SKOKIE, ILLINOIS. THICKNESS AND SIZE AS PER DETAILS. (1-800-742-8127) I KVL EMBED PLATE SCHEDULE of EMBED PLATE QUANTITY EMBED PLATE QUANTITY OF STUD COLUMNS/ ROWS/ NOTES - SEE SHEETS S4.02 AND K) \ II II °2 MARK REQUIRED SIZE (txWxD) HEADED STUDS LENGTH SPACING SPACING S5.01 FOR STEEL PIECE DETAILS oo PL-1 156 1/2 x 4 x 10 (2) x 1/2"0 HSA 4" (1) 0 0-O.C. (2) 0 7"O.C. DET. 2,3,4,6,7,8/S4.01 o T RVL IL PL-2 18 3/4 x 12 x 8 (6) x 1/2"0 HSA 5" (3) 0 4J"O.C. (2) 0 5"O.C. DET. 1,5/S4.01 & 1/S4.02 \M PL-3 4 3/4 x 12 x 18 (8) x 1/2"0 HSA 5n (2) 0 8-O.C. (4) 0 5-O.C. DET. 3,7/S4.01 & 2/S4.02 �- PL-4 17 3/4 x 12 x 28 (12) x 1/2 0 HSA 5 (2) 0 9 O.C. (6) 0 5 O.C. DET. 1,5/S4.01 M M PL-5 1 3/4 x 12 x 28 (8) x 1 /2"0 A36 5 3/4" (2) 0 9-O.C. (4) 0 5"O.C. DET. 1 /S4.02 3/4 x 12 x 18 (4) x 1 /2"0 HSA 5" (2) 0 9"O.C. (2) 0 5"O.C. ZF=PL-6 UJ UJ 6 1 /2 x 16 x 22 (12) x 1 /2"0 HSA 5" (3) 0 6J"O.C. SEE DETAIL _J = ; z a o z N� N 0 '" 3 UJ PL-7a 10 3/8 x 9 x 15 (6) x 1/2"0 HSA 5" (2) 0 6-O.C. (3) 0 6"O.C. P2P SHEAR EMBED (5/S4.02) QO0 UJQ ~ _ UJ W li •d M J w a PL-7b 10 3/8 x 4 x 15 n (3) x 1/2 0 HSA n 5 n (1) 0 0 O.C. n (3) 0 6 O.C. P2P SHEAR EMBED (5/S4.02) (8)11ESO4'-0"=28'-0" � #4 WALL TIES 11 5/8" 11 5/8" L-1 (HDG) t2 3Jx3Jxl/4 x (8) x 1/2"0 HSA 3" (1) 0 0"O.C. (4) 0 14J"O.C. SHEET S5.01, HOT DIP GALV. 4'-0" EACH LEG L-2 24 8x8x1 /2 x 12" (4) x 5/8"0 6" SEE DETAIL SEE DETAIL DET. 9/S4.01 & 4/S4.02 Q O PO /� CORNER ANGLE SIMPSON T1TEN HD Owners M"tNC00 CONST GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA N0. 27082 hal"itr SKY POWER SPORTS SHOP & STORAGE BUILDING 8710 WEST 7ST STREET, 8ANF082t� FLORIDA Sow Drawb" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawliq TlIft TILT -UP PANEL LAYOUT P01-PO4 Ram 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. By laaw Data Dram By CMdlad By wnem 10/16/17 coins CO/JTS m JTS SEAL S��y NO. 0 5 �:Z' 1, IIT���� ��JD � S OFDrawling No0w, T2..01 Project N"m 20=17m1218 NOTES: 1. REFER TO STEEL PIECE DETAILS ON SHEET S4.02 & S5.01. ACTUAL PANEL WIDTH 27'-11 1 /4" 2 1 /4" 2 1 /4" 5-10 7/8" F 15-9" L 5-10 7/8" VERTICAL REVEALS 13'-11 5/8" 13'-11 5/8" PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) 3,-4 1/8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 3'-4 1 'i PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) o I I 0 (V T RVL " o �o N T RVL \CV M \ 2 00 LO O i T RVL °' " \_ M M M LU U \_ 00-) a- N J ¢ N p Q= C�US Z O Z � #4 WALL TIES ACTUAL PANEL WIDTH � PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) � PEMB WIND GIRT — EMBED PLATE PL-1 (U.N.O.) Co in \ "' T (] C' to 0 0 I o 1 N �' 204 M \ 00 LI O T z 0 � M r� w �5 CL CND f/7 J \_ N = Q 2 Z W R >W 2 O .- � #4 WALL TIES (7)TIES04'-0'=24'-0" 1'-11 5/8- 1'-1 511' /8" O I 00 ao rt'Mi0 U)M J W n J <Z P05 CL FACE STRUCTURAL REVEAL PANEL I DIAGONALS JCONC.DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME 1 AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 37'-5" N/A 7 1 /4" 1 3/4" 1 54.0 K BL to TR 37-5" 4,000 PSI 13.3 CY 601 SF 29'-11 1 /4" 6'-11 5/8" 22'-11 5/8" 7 1/8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" . 3'-10 1/8" O 1 PANEL EDGE PROFILE VERTICAL REVEALS — � PEMB RAFTER SEA EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) q PEMB WIND GIRT — EMBED PLATE PL-1 (U.N.O.) o I I 0 N T RVL " CN \ C9 cV \ ,Z to N n T RVL N '>fV M \ 0I \ i T RVL � � M d N \_ N 00 Q� Z J !y CDZ N CD LU �- = O � #4 WALL TIES 29'-11 1 /4" 15-11 5/8" 2 1 /4" 5-10 7/8" 15-9" 11'-5 5/8" 13'-11 5/8" 1 7'-10 7/8" 18'-5 5/8- 10 1/8. 4'-3" ._ 4'-3" ._ 4'-3" ._ 4'-3" ,. 4'-3" ,. 4'-3" ,3'-71/8" (8)11ES04'-0"=28'-0" 11 5/8" 11 5/8" ANEL L-1 L-4 d M CO Cn I L-2 ""� W C9 W o wL" wa as ACTUAL PANEL WIDTH 0 26'-3 1/4" 5-0 7/8" 15'-9" 5'-0 7/8" VERTICAL REVEALS 11 '-5 5/8-L. 23'-9 5/8" PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) 4 1/8" 5 1/8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" � PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) T PL-1 A N � PL-4 0 Co CO ( I T PL-7a'M T PL-2 i I) II � " I I8 p PL-7a T RVL ` r, \ o z �, \ 5'-1 5/8 16'-0" 5'-1 5/8 too o (OPNG) N \ T RVL — — I OI '> N M \ II II N \ 00 O o T RVL — — — — — — IL-T- — 7F M) M M — V) UJ 00 3 N � F- n- 'J = C9 Z Z N w� J \ IJi � O N M J Q O p W CL M J �y>aJ CD — W (4)TTES@4'-0"=12'-0" 4'-4" (4)TIES04'-0"=12'-0" w °- = 0 W a C #4 WALL TIES 9 5/8" 9 5/8".JA 1'-1 5/8" .0 3 W Onwr1 R"tNcoe CONS GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 PrOJactl SKY POWER SPORTS SHOP &STORAGE BUILDING 8770 WEST 1ST STREET, 8ANF082t48 ORDA Scope Drawl These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrowN MU TILT -UP PANEL LAYOUT P05-P08 RaTNlonW 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. Maw Data Dram By A Cllackad By F MlMlli 10/16/17 CG/R8 CO/JTS .ITB JTS SEAL ,,, \1111111/j�,,, O� NO. 5 Z- SZ= � :• S OF •:�� •O. .tV. s v` �01VALj1��``�� TIN holed *A*M NwIM218 ACTUAL PANEL WIDTH 26'-5 5/8" VERTICAL REVEALS 5-10 7/8" 15'-9" 4'-5 1/4" 1'-7 5/8" PEMB RAFTER SEAT F24'-10" EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) 1'-5 1/2" 3 -9 1 /8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) R \ z T PL-1 PL-4 �i II II " O rn z T L2 01 rn T PL-7b I ^ 'O T PL-2 o ( I TYP. REVEAL N \ 51/4" HO ACK PL-7b to r' T RVL T L2 \ 2 O Z _ N _ o o 5'-11 5/8" 16'-0" 4'-6" 0 (OPNG) N i T RVL \co — CD CD \N T L2 N 00 \ it ------��� ILco CD\_ M M 'rM n x La — � I- :< Z Z fWWn Li fWn UJ J �,Q>J O Z z N Q W d :2 J :2 J W � = o w 0` W a � #4 WALL TIES ANEL WIDTH � PEMB PURLIN EMBED PLATE PL-1 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) d' \ I I N T RVL � I N n T RVL CV \_ N PO \ N 00 z of o T RVL 0 N LU S a_ CN9 N �_ LWi N O Q Z J o� N O O ? LU = � #4 WALL TIES (7)TIES04'-0"=24'-0" 1'-2 5/8" UNEIr. 00 F5 C.> J Q° P09 a - FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 36'-4" STRENGTH VOLUME 1 AREA I STEEL TROWEL FINISH - INSIDE (UP) FACE N/A 7 1/4" 3/4" 50.7 K BL to TR 36'-4" 4,000 PSI 12.5 CY 565 SF 4'-2 5/8" 5'-0" rn I I CV (V v ,(3)T1ES®3'-6"=7'-0" 27'-11 1/4' 5-0" to 5'-0" CZ X \ o M O GV I v d 5'-0" 3'-8 5/8" (V I M -6"=7'-0" 1w) 00 I3 35'-11 5/8' PANEL EDGE 17'-11 5/8" PROFILE VERTICAL REVEALS 2'-11 1/4' 2 1/4 11'-9" 2 1/4- 12'-10 118- 2 1/4- 2 1/4' 2'-101/8' 1'-2 3/4" 1'-9 1/4" 5'-0" 5'-0" 5-0- 5'-0" PEMB PURLINFIL02'-3n EMBED PLATE P-11 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) °° 00 i of v i M Ul) .I \ I T L2 I i O N \ T L2 M T RVL N \ • O CO T RVL � T L2 z N CV Z h7 \ I ip n. O 00I to N T RVL 00 � � M O_ I r7 OI M to w z v� g Q d V) Z NQf J \L� _ N O J c~n Z Q Q'WCD O I:: #4 WALL TIES 2'-0" (9)TIES04'-0'=32'-0" PANEL WIDTH 35-11 5/8" 18'-0" 2 1/4' 12'-10 7/8' 8 5/8" 5-0" 5'-0" M \ to LO N N 18'-0" 17'-11 5/8" PANEL EDGE PROFILE 2 1/4 2 1/4" 2 1/4" 2 1/4 2 1/4" 2'-10 7/8' 11'-9" 12'-10 1/8' 2'-10 1/8" 12'-111 1/4' VERTICAL REVEALS 1'-2 5/8" 1'-2 3/4- Fv5'-0" W 5-0" 5'-0" 5'-0" 5'-0" L, 3'-0" S-0" 2'-61/4' PEMB PURLIN EMBED PLATE PL -11 � `O x IO 00 o "' °i(U.N.O.) (DIST. FROM 1 II T/PANEL TO T/PLATE) D I i v ) \ I I �2 N \ T RVL N \ O N \ \ N I N 1 M T RVL N \z I � 00 o I Zn T RVL z z M 0 j 0, � I M M J UJ W En 'C4 ICI d W W CD U)N J Q F- J Z r- z ccU W U_ Z w o Z N C B d W O AJ = � #4 WALL TIES-' 2'-0" � W C9 0 it W W 3 wM as O I 00 W f _ 00 (9)TIES04'-0"=32'-0" a " ownh F&!vaKe@ CONSTRUCTION CO. GENERAL CONTRACTORS SCHI.JCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA NO. 27082 Prolsob SKY POWER SPORTS SHOP & STORAGE BUILDING sew wesr 1ST STREET, SANFO�iFLORIDA Scope Drawl These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL LAYOUT P09-P12 RaTHlolal 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. bwDate Draw By C�MdMd By 10/18/17 CORS JTS.000000*0 SEAL ��` `I`.% � C E N g •. C ��i = O' NO 6 ;9Z: • � �O � E OF �. �� TIN VERTICAL REVEALS — PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) � PEMB WIND GIRT — EMBED PLATE PL-1 (U.N.O.) \ CV I 00 T RVL N T L2 r 1 � N \r cV Z M I i0 O - 00 I \_ LO 1 T RVL r � r M W Z c.D D_ C9 N J \ U_ O z W H ~ Z O If O S2 WLU a- N ? UJ 0 Of #4 WALL TIES 2 1 /4" 26'-5 5/8" 15'-9" 24'-10" 2 1 /4" 6'-2 7/8" 1'-7 5/8" 1'-5 1 /2" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" . S-9 1 /8" (7)T1ES04'-0"=24'-0" 1'-2 5/8" N - r z -4 CO T PL-7aN, I —2 r 0 a T/PL-7a \ M O_ r I cn -.4- a0 In U) W UJ Ow M ¢ M Q W :2 n W n J LU °P13 FACE STRUCTURAL REVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I WEIGHT I TL to BR 32'-8 1 /2" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 7 1 /4" 3/4" 1 37.0 K I BL to TR 1 32'-8 1 /2" 1 4,000 PSI 1 9.1 CY 1 412 SF (UP) FACE ,CTUAL PANEL WIDTH 29'-11 1 /4" PEMB RAFTER SEAT -70 22'-11 5/8" 6'-11 5/8" � EMBED PLATE PL-2 AND RAFTER EMBED 7 1/8" PLATE PL-4 (U.N.O.) " 3-101/8" 4 3 4 3 4-3 4-3" 4-3" 4-3" PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) co N T PL-7b s \ N T 00 by W � � a 0 wN 0h— ) ¢ \_ Z N O (� QC Z O M_ �2 O�� #4 WALL TIES (3)TIES04'-0"=8'-0" 1'-3 5/8" 11'-4" (3)TIES04'-0"=8'-0" 1'-3 5/8" r —4 M am I M O i ACTUAL PANEL WIDTH VERTICAL REVEALS — PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL- 4 (U.N.O.) � PEMB WIND GIRT — EMBED PLATE PL-1 (U.N.O.) N co T L-7b N z \ I Oj � � I T/PL-7b T RVL N a � N \ N N Z z M\ I is O c 1 00 CV LO T RVL \ � M o a, J W M Q (n N d C9 J \ _J U_ N O N Q Z Ld W Q O Z N O UJ o �W wa #4 WALL TIES -I 26'-3 1 /4" 2 1 /4" 2 1 /4" 6'-2 7/8" 15-9" 13'-10 7/8" 23'-9 5/8" 2'-5 5/8 5 1/8" 4 1/8'- 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 1'-1 5/8" (7)TIES04'-0"=24'-0" -4 \ co T PL-7a- a 1 —2 z00 Cn m Q y W d 29'-11 1 /4" 2 1 /4" 21'-9" IS-10 7/8" VERTICAL REVEALS 18'-5 5/8" 11'-5 5/8" � PEMB RAFTER SEAT1. EMBED PLATE PL-2 AND RAFTER EMBED 10 1/8" PLATE PL-4 (U.N.O.) 3 -7 1 /8„ 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) r T RVL N r I N � \ N r �M` 0 I a � LoLO T RVL z r M O_ O I M I II:I a= 00 OLLJ J J \ N O ,¢, W _J 10- #4 WALL TIES 2 1 /4" S-10 7/8" (8)TIES04'-0"=28'-0" 11 5/8' r N co M ¢ W W d ow"n iOKOD CONSTRUCTION CO. GENERAL CONTRACTORS BCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542,1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PrONeb SKY POWER SPORTS SHOP & STORAGE BUILDING sew wear Isr STREET, SANF08�FLORIDA Sow Drawftli These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drswbg Tlt i TILT -UP PANEL LAYOUT P13-P16 Rovk1loma 10/16/17 - ISSUED FOR PERMIT luw Date Draw By F mod By M M/H/11 10/16/17 COIJTB CO/JTS JTB JTS SEAL �♦``ON••T '• SCyG���i ♦'�ft.�'��� E NO.6��6 5 �O� S EOF ••Wsloe 000 00 00 *0000000 •,,r11NA11100 how &Rem 20=17=1218 ,CTUAL PANEL WIDTH 27'-11 1/4" 2 1 /4" 2 1 /4" 3'-10 7/8" S-10 7/8" 19'-9" VERTICAL REVEALS 13'-11 5/8" 13'-11 5/8" � PEMB RAFTER SEAT00 EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) S-4 1 /8" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" S-4 1 /8" � PEMB WIND GIRT EMBED PLATE PL-1 (U.N.O.) T RVL N I cV O pp I iO OLO T RVL C,\ O O M J W a N \ LF L� U) O J OZ Q= Z QLD cV� di � �w �= o 7�3 � #4 WALL TIES (7)TI ES04'-0"= 24'-0" ACTUAL PANEL WIDTH VERTICAL REVEALS — � PEMB RAFTER SEAT EMBED PLATE PL-2 AND RAFTER EMBED PLATE PL-4 (U.N.O.) � PEMB WIND GIRT — EMBED PLATE (U.N.O.) N I n � T N I N � � N M \ 00 I uO \ �' .D T z O 00 \ M w N d O N J U_ O Q� Z W O ow o LU Ad � #4 WALL TIES 2 1 /4" 3'-10 7/8".F 11'-5 5/8" 29'-11 1 /4" 21'-9" 18'-5 5/8" 3'-10 7/8" 10 1/8" " " " " " " ' 3-71 8" 4 -3 4 -3 4 -3 4 -3 ._ 4 -3 ._ 4 -3 / '-1 5/8" (5)T1ES04'-0"=16'-0" 9'-4" 5 5/8" JP FACE STRUCTURAL I CONC. DESIGN CONCRETE NET PANEL a - PANEL NOTES: FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. D REVEAL PANEL DIAGONALS WYTHE WYTHE DEPTH I WEIGHT TL to BR 33-10 7/8" 1 STRENGTH VOLUME I AREA STEEL TROWEL FINISH - INSIDE WYTHE WYTHE DEPTH WEIGHT TL to BR 1 35-6 7/8" STREN( N/A 7 1 /4" 1 3/4" 1 45.7 K 1131-toTRI33-107/8"I 4,000 PSI I 11.3 CY I 508 SF (UP) FACE N/A 7 1 /4" 3/4" 45.8 K BL to TR 1 35-6 7/8" 1 4,000 ACTUAL PANEL WIDTH 29'-11 1 /4' 2 1 /4" 2 1 /4" 2 1 /4" '-4 7/8' 4'_9" 16'-9 3/4" 5-4 7/8" 23'-11 1 /4" VERTICAL REVEALS ,CTUAL PANEL WIDTH A 2 1/ 4" 10'-7 5/8" 19 -3 5/8" 9'-4 7/8" 14'-4 1 /8" � PEMB CANOPY VERTICAL REVEALS RAFTER SEAT EMBED PLATE PL-3 DOWN FACE (U.N.O.) 6'-11 5/8" 16'-11 5/8" 8'-5 5/8" 21'-5 5/8" PEMB RAFTER SEAT PEMB RAFTER SEAT EMBED PLATE P� EMBED PLATE PL-2 AND RAFTER EMBED A AND RAFTER EMBED PLATE PL-5 (U.N.O.) 7 1 /8" 2'-1 1 /8" PLATE PL-4 (U.N.O.) 2' 1 /8" 4'-3" 4'-St 4'-3" 4'-3" 4'-3" F-1 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 2'-41 q PEMB WIND GIRT �, PEMB WIND GIRT EMBED PLATE PL-1 I EMBED PLATE PL-1 (U.N.O.) (U.N.O.) 00 Ci V T/PL-7b � T RVL — —7_7 O O \ N o (D z 10 9'-5 5/8• 4'-2" S-8" 4'-2" '-5 5/8 CO 10 o 00\ �) (OAG) (OAG) TRVL --- � M O j � v, I M J W d \ Enp¢ W F= CND N J � ¢ � Z ICI-46 Q Z O O 3 W N w m m Li. " Q Wa W �= O W_J (6)TIES04r -0" =20 -0n � #4 WALL TIES 1'-11 5/8" 1'-11 5/8" N Q J d T N I O) \ N O M \ 00 I in o a T i _ 00 �\ M I to I N 04 _ ~ J~ SU.1 Z O N Q CD Z = N CD 2 O W a W � FO- � #4 WALL TIES--_0 _6 5 5/8" 6'-0" (6)TIES04'-0"=20'-0' 1'-11 5/8" /PL-4 \ `D 00 T PL-7a- rn I /PI d- = o Q Mi fn (N a¢ M¢ w a w a_ /PL-4 d = �_ _ I --co DYM FACE rn T PL-7aN I PL-2 a O � d- _I T/PL-7a o O 3 U m M J W d ow"n POKeeTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 ProJect, SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 18T STREET, SANFORD FLORIDA 3248 Scope Drawbp, , These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Draft TItM TILT -UP PANEL LAYOUT P17-P20 Reftom 10/16/17 - ISSUED FOR PERMIT km ate Dram By CMclud By 10/18/17 CO/JTS JTS SEAL ` 11111 a r111"J* ♦ , T. s4. •�� NO 02 6 '�'fZ� • ip V4ai * .. : S E OF : 44-� 0't►• lOR I0 P •�� ♦♦♦sir/ONAL�����`�� TIM 20IM218 ACTUAL PANEL WIDTH 29'-5 5/8" 2 1 /4" 2 1/4- VERTICAL REVEALS � PEMB CANOPY 8'-3 5/8" 21'-2" RAFTER SEAT EMBED PLATE PL-3 DOWN FACE (U.N.O.) S-11 5/8" 25-6" � PEMB RAFTER SEAT EMBED PLATE PLC AND RAFTER EMBED PLATE PL-4 (U.N.O.) 1'-10 1/8" F L. 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" PEMB WIND GIRTle EMBED PLATE PPL-1 (U.N.O.) N N T PL-7b = o \ � I i T/PL-7b C T RVL N I N \ cV O to co in O iV T RVL M O j O M I ih M w d CN9 J \ t/) O .J ~ ¢ Z Z W WN F— Q O M = N O W � 2 O #4 WALL TIES ACTUAL PANEL WIDTH VERTICAL REVEALS — � PEMB PURLIN EMBED PLATE PL-1 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) 32'-10 1 /4" 2 1 /4" 2 1 /4" 2 1 /4" 2'-11 1/4' 8'-5 3/4" g'-g" 6 3/4' 2'-61/4" S-O" 3'-0" 5'-0" 5'-0" 5'-0" .-. R R N N R a Nrn \ \ \ \ \ r7 J v a � 2 1 /4" 8'-1 3/4" 12'-9 1/2' 5'-0" 3'-9 1 /4" M v rr) o TT/PL-4T L2 \ L2 PL-3 oLO DOWN FACE � � N T PL-2 O RETURN THIS REVEALI(ONLY \ II III III) IIII = II II 5 1/4 AT THIS EDGE OF PAI IEL N a, PL-7b °O I 0O N00 II \ I) L R n T RVL — — — — — — T L2 N T L2 — — — — M O 04 N J� N s N s -3 5/8 6'-2" 4'-0" 12'-0" 4'-0" O \ ' 3'-0" 3'-4" 5'-4" 10'-0" 11'-2 1 /4" z I O z ao (OPNG) (OPNG) ii i o = N �, (OPNG) (OPNG) - o N - T RVLco — — I a I J� O = \O O) O) N\ s \O �M d O O O M O O I T� %] %I N w L_1 CORNER GUARD W L=1 CORNER GUARD �, �, w o �„ w w � Z = -- ANGLE HOT DIP GALV. z z ANGLE (HOT DIP GALV.) N ¢ N r N w N � ( ) ¢ N ¢ AT EACH FACE OF PANEL. Q �WW„ z z Z \ �- �C4 0AT EACH FACE OF PANEL. � 3CL z J% m~ L? �C=� W �z O CD �� W d§ W d O = O a FU r n n E� = O 2 (4)TIES04i -0n =12i -0n 13'-0" '-3 '-3 '-0" It 4'-4" '-2" '-2" 11'-0" le (4)TIES03 -4 =10 -0 1'-0" #4 WALL T1ES -11 5/8" 6" 8 1 /4" r° P21 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE I (UP) FACE TL to BR 35-2 1 /8" N/A 7 1 /4" 3/4" 1 34.3 K I BL to TR 35-2 1 /8" 1 4,000 PSI 1 8.5 CY 1 381 SF ACTUAL PANEL WIDTH 32'-10" 1 2 1 /4" -9 1 2" VERTICAL REVEALS 1'-8" - F6. 5'-0" 5'-0" 5-0" 5'-0" 5'-0" 5'-0" PEMB PURLIN R EMBED PLATE PL-1 i R - (U.N.O.) (DIST. FROM M, � � � T/PANEL TO T/PLATE) v v v v v C J T T I II O I I) __ II II II I O II II II = TRVL II II II JL_— —J�--- —JL_ CD—IF� — F �F CV s co I II II II TRVL IL-_-_-JL__-__JL%_ —1 F —1 F rM I M - J W J \_ LJi N F— O C9 FOW W W �� `- = Of Kit (9)1IESO4'-0"=32'-0" #4 WALL TIES 5" 5"- z ¢ 00 3 ¢ _ O J R= VERTICAL REVEALS — � PEMB PURLIN EMBED PLATE PL-1 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) \ O R 00 � N I N -1 \ \ M T RVL N \ 00 I N U-) z T RVL O � co M I'7 � I M J W � � ii Q = C9 Z J ¢ O Z_ S O � � #4 WALL TIES 32'-10 1/4- 2 1 /4" 2 1 /4" 2 1 /4' 2 1/4- 2 1-9 1/2' 8'-1 3/4" g'_g" 8'-5 3/4" 12--11 1/4' , 1'-9 1 /4" 6 3/4" Y-3 1 /4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-3" ow N N x \ pry \ \ \ \ \ M I r") r7 r7 rM rM v v v v CLI II T L2 = II = I \ II `° II II II T L2 II II II \ s� M _ � I T L2 2-101/4' 3'-4" 5'-0" 10'-0" 11'-8" \ CD (OPNG) (OPNG) o 4 �F- IL r =O = N =O 00 O O Ll CORNER GUARD ANGLE (HOT DIP GALV.) AT EACH FACE OF PANEL. 1'-8" _ 4'-4" 2'-0" 2'-0" . 11'-0" 8 1 /4' (4)TIES03'-4"=10'-O" 1'-2 zCnz co 3 ?�7 z w= �_ dU O owm ]r!M0K6!JCONSTRUCTION GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PFOJ"b SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFOSRD FLORIDA Scope Drawk" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dravkq nft TILT -UP PANEL LAYOUT P21-P24 RowmN m 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. baw Date qM/9 Dram By h CO/RB F JfB Choked By 10/16/17 CO/JTS JTS SEAL 0\\IIIIIII11I J`A`2`.••' � C E N S �• �'.c �. •Z: �?J• S E OF TIN Drarhp Number project *M"h 20mIM218 ACTUAL PANEL WIDTH 40 10'-5 1/2" 10 1'-8 1 /4" 1'-7 314n 2 1 /4n 2 1 /4 VERTICAL REVEALS 6'-9" 3'-1" 4'-4" 3'-01/2" POST —INSTALLED CORNER ANGLE (U.N.O.) 00 9 1 /4" II BEVELED EDGE 11 o >: DET. 17/T1.03 ao \ tp n T RVL a c� T L2 °° C s '-8 1 /2 CN (OPNG) T RVL \ I I 00 I N N CD i TURN REVEALS A T L2 to T RV- EDGE OF PA L 1' 8 1/2 - N ^ M \ '-9 T-0" 0 z01 0 oo (OPNG) z T RVL C14 i M M O i� W c w 0- ca J \_ N O F- Z ¢ T O Z N CCD'- Q= :Uzi � C9 .— tL = o � a (4)TIES02'-8'=8'—O" #4 WALL TIES 71 1'-2 1 /2n T 00 0 I 00 v 0o Q° P25 0- FACE STRUCTURAL IREVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT 1 STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE I (UP) FACE TL to BR 28'-4 1 /2" N/A 9 1 /4" 3/4" 16.1 K BL to TR 1 28'-4 1 /2" 1 4,000 PSI 4.0 CY 151 SF ACTUAL PANEL WIDTH � POST -INSTALLED - CORNER ANGLE L-2 (U.N.O.) TO = M 00 \ tD M L� T L2 0 N co \_I LO M C-4 L� 00 N d' \ I 0 N i T L2 N 00 \_ CV M \ N a to C O z 0 0- O M r 00 M n M 1'-7 91-8" 1-3" - 41-4" 3'-1n 7'-7 1/4- 1'-7 5/8" 4'-4" OPNG) 2'-0 3/4' \� N LIJ O_ J~ O Z N Z J Q aLIJ 00 3 J F- W N�c� O L� N O ZO 0i 0- a25 L as 5-4" � #4 WALL TIES 5 5/8"7 8" 8" 5 5/8" LU Z(jIP27 FACE STRUCTURAL REVEALI PANEL I DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 28'-1 1 /8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 9 1 /4" 3/4' 19.4 K BL to TR 28'-1 1 /8" 4,000 PSI 4.8 CY 170 SF (UP) FACE I t0 CV PANEL WIDTH VERTICAL REVEALS - � POST -INSTALLED - CORNER ANGLE I2 (U.N.O.) 10'-5 1 /2" • 6 0I 0 I 00 0 i M W I Cy g H F �N N O Q v~i� W z w O N 3 Z a_ CDN > = N o a (4)TIES02'-8n=8'-0" '_3 a � #4 WALL TIES 1'-2 1 /2" —1 LU Z(jIP26 FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 28'-4 1 /2" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 9 1 /4" 3/4" 1 16.1 K I BL to TR 28'-4 1 /2" 1 4,000 PSI 4.0 CY 1 151 SF (UP) FACE ACTUAL PANEL WIDTH 8'-1On � POST —INSTALLED CORNER ANGLE L-2 (U.N.O.) 1 I 1'-2 3/4" 2'-9 5/8' '_0" 2'-9 5/8 1 0 \ co 00 0PNG) n T RVL T L2 7'-7 1 /4" N to \_I '- LO \ N T RVL _ to I of \ 1 N N \ 00 I to N ; \ O O `N I rn T RVL T L2 CN C-4 \_ CV M \ 0 I � N \ T RVL o '<r M °' � M W a W �W N \� NO H Q= C9LU J W Z -� n �� Jf �2 OQd O � #4 WALL TIES- 6 1 /4" 5" 3 J LU zciIP28 ANC. DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4,000 PSI 1 5.6 CY 200 SF (UP) FACE ownerl i!i!14) CON GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 PrOjeeb SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 80"M DrawNpal These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrawNq Tttla TILT -UP PANEL LAYOUT P25-P28 R*vM* al 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. ban 10INIti ry CO/R8 wry RB Date Drawn By CN.dt�d By 10/16/17 CO/JTS JTS SEAL .� N T• SCy �, SN! 6 •;9Z� :-O� F tCs+ .••0 R 1 •.• G��� FACE WYTHE STRUCTURAL WYTHE IREVEALI DEPTH PANEL WEIGHT I DIAGONALS TL to BR 27'-9 N/A 9 1 /4" 3/4" 22.7 K BL to TR 27'-9 M awn 20mIM218 ow"n ACTUAL PANEL WIDTH DRIP EDGE REVEALS POST -INSTALLED - CORNER ANGLE L-2 DOWN FACE (U.N.O.) z 1 -4- w M T L2 N 13'-6" 4" 4 3/4" 3/4" 12'-8 1 /2" 4'-7" 4'-4" 4'-7" :d- T L2 LO � M T RVL t J � W c N Z W Q z z U M J J= ZWtQ_ �= ao oU-1 ao 4'-7" 4'-4" 4'-7 POST —INSTALLED " CORNER ANGLE L=2 DOWN FACE (U.N.O.) UJ NOTE: PANEL THICKNESS AT PERIMETER IS 7 1 /4". SET CENTER OF PANEL 9 AT 9 1/4" THICK AND SLOPE FOUR WAYS TO EACH SIDE OF PANEL. < OZ P2 FACE STRUCTURAL REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I WEIGHT FL to BR 19'-1 1 /8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A SEE NOTE 1 3/4" 1 18.0 K I BL to TR 1 19'-1 1 /8" 1 4,000 PSI 4.4 CY 182 SF (UP) FACE Z CL J \ V) � H J = t,>QJ N Z (V p W W cV W $3 PANEL LIFTING SETTING LEG LOCATIONS 1'-6" (LEG) 24'-7 5/8" NJ NJ I Q I d 10'-0 5/8" 1'-6" (LEG) L 1'-6" (LEG) I " T RVL N I o - 04\ L L - a-� J = J Q O = Li cV PANEL LIFTING/� SETTING LEG LOCATIONS 2'-0" l'-6" (LEG) 10'-5" 27'-4 7/8" 10'-5 7/8" 1'-6" (LEG) L 1'-6" (LEG) J Q ° P30 a FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 1 29'-3" N/A 7 1 /4" 1 3/4" 22.9 K BL to TR 2973" 4,000 PSI 5.7 CY 254 SF PANEL WIDTH L I N _? N Q J ¢ N W O W 4 J N •d H = cr_ PANEL LIFTING/ SETTING LEG LOCATIONS 24'-7 1 /4" -6" (LEG) ACTUAL PANEL WIDTH M M Z J = N L_Ad Q 2 � N PANEL LIFTING/--� SETTING LEG LOCATIONS R T RVL CV O R \� M M _I s W � N J= Q N J QW Ti O 27 I L"Ad Q W W C V t— = 0' PANEL LIFTING/� SETTING LEG LOCATIONS 27'-5 5/8" CD C-D N J N J 11'-5 5/8" ^ 1'-6" (LEG) 1'-6" (LEG) 24'-7 1 /4" NJ NJ W W I i � 10'-0 5/8" 1'-6" (LEG) RETURN REVEALS AT. THIS EDGE OF PANEL NJ J W I Z Q .- CL 10'-0 5/8" 1'-6" (LEG) L 1'-6" (LEG) L 1'-6" (LEG) PON80TRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Project, SKY POWER SPORTS SHOP & STORAGE BUILDING 8710 WEST 18T STREET, SANFOSR2D;48 ORIDA Scope Drawk" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drams Me TILT -UP PANEL LAYOUT P29-P34 Revlaloeai 10/16/17 - ISSUED FOR PERMIT laaw Data Drawn By Checked By 10/16/17 CO/JTS JTS Drawbg Ni■nbarl TIN Project NNOW, 20m17=1218 ACTUAL PANEL WIDTH 24'-7 5/8" TH 27'-5 5/8" AL P \ R \ RETURN REVEALS AT a, THIS EDGE OF PANEL N d N TRVL --- — ----_ N TRVL — — — ---- — T N N N \ O \\ O \\ M U-) I J J M U) L � J R o= uj NW -d PANEL LIFTING/ SETTING LEG LOCATIONS NCD J J w I Z NJ NJ I 7d I a 10'-0 5/8" 1'-6" (LEG) 1'-6" (LEG) J LU P35 CL FACE STRUCTURAL REVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 26'-8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1 /4"' 1 3/4" 20.7 K I BL to TR 26-8" 4,000 PSI 5.1 CY 230 SF (UP) FACE w �� N d J J = Q CV Z N p O = � PANEL LIFTING/� SETTING LEG LOCATIONS '-6" (LEG) 11'-6" NJ J W .I a 1'-6" (LEG) 11'-5 5/8" L-1'-6" (LEG) J Q° P36 a_ FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 29'-3 5/8" N/A 7 1 /4" 3/4" 23.0 K BL to TR 29'-3 5/8" 4,000 PSI 5.7 CY 255 SF N I- R N 0 Qf Q N Z_ (j PANEL LIFTING/� SETTING LEG LOCATIONS 27'-4 7/8" NJ NJ W r W I I Q_ 10'-5 7/8" 10'-5" 1'-6" (LEG) 1'-6" (LEG) ACTUAL PANEL WIDTH 10'-8" ACTUAL PANEL WIDTH 13'-4" ACTUAL PANEL WIDTH 10 —8 R I TRVL _ R �, TRVL ----- R �, TRVL ---- RETURN REVEALS AT N C14� N �� RETURN REVEALS AT I \ THIS EDGE OF PANEL I \ I — \ THIS EDGE OF PANEL 00 M M 00 M M I 00 M PO10 w ¢ \Of _ =3 H J = Q N Z lV Qf Q W W C-4 W '- Ad PANEL LIFTING SETTING LEG LOCATIONS J J R R I I ¢ Q 0_ 4. 7'-8" L-1'-6" (LEG) L HOf w 04 Q N ~pW Z_ W CV •d Ad PANEL LIFTING/ SETTING LEG LOCATIONS 0 U J R J 7 R J 7 Z N \_ Q < M J Q� W N Z_ 04 p W W C-4 W � 10'-4" ~ = W It PANEL LIFTING/� 1 -6" (LEG) 1 -6 (LEG) SETTING LEG LOCATIONS C-D CD R J R J I W W M CL 7'—gR i 1'-6" (LEG) N J � J W -I L-1'-6" (LEG) 1'-6" (LEG) 0 I 00 Onnarr MO"OKOO CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA N0. 27082 Prohctr SKY POWER SPORTS SHOP & STORAGE BUILDING sro wesr IsT STREET, SANF0S2;+8LORIDA Scope Drawbob These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL LAYOUT P35-P40 RaVltlonar 10/16/17 - ISSUED FOR PERMIT lases Date Dram By F Ch�dcad By p pIW11 10/16/17 COIJR CO/JTS JT8 JTSA. SEAL NO. 6 ;92: O • S TE OF ;��� T2..09 Project Non6a, 20w17m1218 owan LEVEL g VERT. 13-#4x8'-7" ABOVE OPNG®14 1 /2" O.C. 13-#4x9'-6" BELOW OPNG014 1 /2" O.C. 4-#5x24'-6"016 5/8" O.C.- 6" 4'-2" 1'-3" 14'-6" LEVEL Q2 HORZ. 8-#426'-10"013" O.C. r` 3-#6x26'-10" ABOVE OPNG®3" O.C. M 6-#4x4'-10" LEFT LEG@'13„ O.C. ' i' 6-#4x5 -8 RIGHT LEG013 O.C. U-) 2-#5x26'-10" BELOW OPNG®3" O.C. N 0 I 8-#426'-10"013" O.C. i, 2-#6x26'-10"®3" O.C. F 4-#5x24'-6"019 7/8" O.C. 4'-11 5/8" 6" 3" TYP. 41 7° (7)TIES04'-0"=24'-0" 1'-6 5/8" 4'-8" 16'-6" 5-5 5/8" 3" 7-#5x24'-6"09 3/8" O.C.(L1&L5) J REBAR CUT LIST 11" STRAIGHT BARS BENT BARS 15 #4 x 4'-10" 2 #4 x 11" x 4'-6" HAIRPIN `O 15 #4 x 5-8" 13 #4 x 8'-7" #4 WALL TIES 13 #4 x 9'-6" 7 #4 x 3'-6" W/8" HOOK ONE END 16 #4 x 26'-10" 8 #5 x 4'-0" 42 #5 x 24'-6" 2 #5 x 26'-10" 5 #6 x 26'-10" FACE STRUCTURAL IREVEAL PANEL WYTHE WYTHE DEPTH WEIGHT N/A 7 1 /4" 3/4" 52.2 K LEVEL Q2 HORZ. 7-#4x29'-7"®12" O.C. 2-#6x29'-7" ABOVE OPNG03" O.C. e 6-#4x8'-8" LEFT LEG®13" O.C. 6-#4x8'-8" RIGHT LEGO13" O.C. II 2-#5x29'-7" BELOW OPNG03" O.C. f II C 8-#4x29'-7"®13" O.C. 2-#6x29'-7"03" O.C. LEVEL 0&(5) VERT. _ 0 PROVIDE (2)-#4 HAIRPINS 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PL-4. (SEE DETAIL 1/S4.01.) LEVEL ® HORZ. 9-#4x4'-10" LEFT LEGO35" O.C. K, 9-#4x5'-8" RIGHT LEG®35" O.C. N LEVEL (4 DIAG. 2-#5x4 -0"03" O.C. N TYP.(4 PLACES) w J J 3 3" L 10-#5x24'-6" 07 1 /4" O.C.(L1 &L5) REFER TO DETAIL 1 /R1.01 PROVIDE 3 1 /4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. UJ z (j EPOl CL CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: 4" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4" 4,000 PSI 12.9 CY 580 SF (UP) FACE LEVEL Q3 VERT. 10-#4x7'-1" ABOVE OPNG014" O.C. 10-#4x9'-6" BELOW OPNG®14" O.C. 1-#5x23'-0" 10-#5x23'-0"011" O.C.- 1 r F 5-#5x23'-0"®23 7/8" O.C. s 8'-2 5/8" '-0' 10'-6" 1'-3" 7'-11 5/8" ° R LA o I a to P 4 i • S a F 3" = TYP. 'n L I = 0 9 CV N w 2 T _ � I or P= J J 3 I 11 5/8" (8)TIES04'-0"=28'-0" 11 5/8" a 21'-2 5/8" 8'-5 5/8" 10-#5x23'-O" ®11 1 /4" O.C.(L1 &L5) J LEVEL O&Q VERT. REBAR CUT LIST STRAIGHT BARS BENT BARS 10 #4 x 7'-l" 2 #4 x 11" x 4'-6" HAIRPIN "' 21 #4 x 8'-8" 10 #4 x 9'-6" #4 WALL TIES 15 #4 x 29'-7" 7 #4 x 3'-6" W/8" HOOK ONE END 8 #5 x 4'-0" 36 #5 x 23'-0" 2 #5 x 29'-7" 4 #6 x 29'-7" L 3" ROVIDE (2)-#4 HAIRPINS O.C. AROUND HEADED TUDS AT EMBED PLATE L=4. (SEE DETAIL 1/S4.01.) _VEL ® HORZ. -#4x8'-8" RIGHT LEG033" O.C. _VEL $44 DIAG. -#5x4 -0"03" O.C. YP.(4 PLACES) REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. LEVEL (3) VERT. 13-#4x7'-1" ABOVE OPNG®14 1 /2" O.C. 13-#4x9'-6" BELOW OPNG®14 1/2" O.C. 1-#5x23'-0" 9-#5x23'-0"06 5/8" O.C.1 1 „ 3" 3 -j 4'-4 5/8" h'.-0`_ 14'-6" _ M LEVEL Q HORZ. II 7-#425-11"@12" O.C. 3-#6x25'-11" ABOVE OPNG®3" O.C. _ M 6-#4x4'-10" LEFT LEGO13" O.C. 'n 6-#4x4'-10" RIGHT LEG@13" O.C. 0 e M " 2-#5x25'-11" BELOW OPNG@3" O.C. 0 I 8-#425-11 "013" O.C. i� 2-#5x25'-11"03" O.C. r 4-#5x23'-0"®16 1 /2" O.C. -3. 4'-1 5/8" .f 6" a 0 I CV N V) w J 3 d- 3" TYP. 1'-1 5/8" (7)T1ES04'-0"=24'-0" 1'-1 5/8" 11" REBAR CUT LIST STRAIGHT BARS BENT BARS 21 #4 x 4'-10" 2 #4 x 11" x 4'-6" HAIRPIN 13 #4 x 7'-1" 13 #4 x 9'-6" #4 WALL TIES 15 #4 x 25-11" 7 #4 x S-6" W/8" HOOK ONE END 8 #5 x 4'-0" 34 #5 x 23'-0" 4 #5 x 25-11" 3 #6 x 25-11" LEVEL 2 HORZ. 1 2- 4x15'-7"®9" O.C. 7-#4x29'-7"@12" O.C. FACE STRUCTURAL IREVEALI PANEL WYTHE WYTHE DEPTH WEIGHT N/A 7 1 /4" 3/4" 1 46.7 K 21'-4 5/8" 4'-7 5/8" 10-#5x23'-0"06 1/8" O.C.(L1&L5)J LEVEL 0&( VERT. 3" N 00 PROVIDE (2)-#4 HAIRPINS 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PL-4. (SEE DETAIL 1/S4.01.) LEVEL ® HORZ. 9-#4x4'-10" RIGHT LEG033" O.C. LEVEL $44 DIAG. 2-#5x4 -0"03" O.C. TYP.(4 PLACES) REFER TO DETAIL 1 /131.01 PROVIDE 3 1 /4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. J P02 )NC. DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4,000 PSI 11.5 CY 520 SF (UP) FACE LEVEL Q3 VERT. 1 5-#4x7'-1" ABOVE OPNG014 1 /2" O.C. 8-#4 8'-8" ABOVE OPNG®14 1 /2" O.C. 1-#5x23'-0" I 13-#4x - BELOW OPNG014 1 .C. 13-#5x23'-0"®7 1/4" O.C. -r 3-# 24'-6 29 3/4" O.C. 1 1 3" 7'-2 5/8" 110" 4'-10" Fv -2 1/2 8'-5 1 /2" 1'-3" 4'-11 5/8" 6" 0 I to 3-#6x29'-7" ABOVE OPNG03" O.C. L `a M 6-#4x7'-8" LEFT LEG013" O.C. 'n 6-#4x5'-8" RIGHT LEG@13" O.C. in _ 2-#5x29'-7" BELOW OPNG®3" O.C. L N 0 I 8-#4x29'-7"®13" O.C. i� 2-#6x29'-7"®3" O.C. . 3 3" TYP. 11 5/8" (8)TIES04'-0'=28'-0" 11 5/8" 24'-2 5/8" 5-5 5/8" REBAR CUT LIST STRAIGHT BARS 10 #5 x 4'-0" 16 #4 x 5'-8" 1 '-0" 5 #4 x 7'-1" 1 21 5 x 4'- '-» 1 8 4 x - 9 x2 -7» 11" 5 #6 x 29'-7" x -6" 2 #4 x 15'-7" BENT BARS = 15 #4 x 29'-7" 2 #4 x 11" x 4'-6" HAIRPIN LO 1 #4 x 30'-0" #4 WALL TIES 8 #4 x 3'-6" W/8" HOOK ONE END 1 9-# 24'-6" 1 /4" O.C.(L1 &L5) J LEVEL O&Q VERT. PROVIDE (2)-#4 HAIRPINS 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PL-4. (SEE DETAIL 1/S4.01.) 1 LEVEL ® HORZ. 1 10-#4x5'-8" RIGHT L LEVEL 44 DIAG. N 2-#5x4 -0"03" O.C. UJ TYP.(5 PLACES) J 3 ♦ I CO 3" REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. TILT -UP PANEL REINFORCING NOTES: 1. + DENOTES A #4 WALL TIE LOCATION. SEE PANEL LAYOUT DRAWINGS FOR LOCATIONS OF WALL PANEL TIEBACKS. 2. #4 WALL TIES SHALL BE TIED TO THE BOTTOM MOST MAT OF PANEL REINFORCING TO MAXIMIZE EMBEDMENT DEPTH. 3. EACH FACE REINFORCING: WHERE "EACH FACE REINFORCING" IS INDICATED, PLACE THE VERTICAL REINFORCING TOWARDS THE OUTERMOST INSIDE AND OUTSIDE PANEL FACES. THE HORIZONTAL REINFORCING WILL THEN BE POSITIONED BETWEEN THE OUTER VERTICAL REINFORCING. REFER TO DETAIL 2/R1.01 FOR ADDITIONAL INFORMATION. 4. LEVEL REINFORCING: WHERE "LEVEL REINFORCING" IS INDICATED, PLACE THE REINFORCING IN NUMERICAL ORDER. (FIRST PLACE LEVEL 1, THEN LEVEL 2, THEN LEVEL 3, THEN LEVEL 4, AND FINALLY LEVEL 5) THIS WILL ALLOW FOR THE PROPER PLACEMENT OF THE REINFORCING WITHIN THE PANEL. REFER TO DETAIL 1/R1.01 FOR ADDITIONAL INFORMATION. 5. MAINTAIN 3" CLEAR FOR ALL BARS PARALLEL TO FORMED EDGES OR PANEL JOINTS AND 6" CLEAR FOR ALL BARS PARALLEL TO FUTURE OPENINGS, UNLESS SHOWN OTHERWISE. ADDITIONAL REINFORCING AT FORMED OR FUTURE OPENINGS SHALL BE LOCATED AS SHOWN. 6. MAINTAIN 2" CLEAR BETWEEN THE ENDS OF ALL BARS AND FORMED EDGES. 7. REINFORCING BARS MAY BE FIELD CUT TO MAINTAIN MINIMUM CLEARANCE AT ALL JOIST SEATS, BEAM SEATS AND FORMED OPENINGS, UNLESS OTHERWISE NOTED. 8. CONTINUOUS HORIZONTAL REINFORCING SHALL HAVE A MINIMUM LAP OF 2'-0". 9. CONTINUOUS VERTICAL REINFORCING SHALL NOT BE LAPPED WITHOUT PRIOR APPROVAL OF SCHUCHMANN STRUCTURAL ASSOCIATES, LLC. 10. HIGH CHAIRS USED FOR SUPPORT OF THE REINFORCING STEEL SHALL BE ALL PLASTIC AND OF ADEQUATE STRENGTH TO HOLD THE REINFORCING IN THE SPECIFIED LOCATION COLOR SHALL BE LIGHT GREY. SPACE PLASTIC CHAIRS AT 4'-0" O.C. (MAX.) EACH DIRECTION TO INSURE THE REINFORCING REMAINS AT THE REQUIRED POSITION WITHIN THE PANEL DURING CONCRETE PLACEMENT. CHAIRS SHALL NOT BE CUT TO ACCOMMODATE REINFORCING. PROVIDE SAND PLATES WITH CHAIRS WHEN PLACED ON INSULATION. 10.1. AT LEVEL REINFORCING. AZTEC E-Z CHAIRS-PEZ, AZTEC BAR CHAIR-PBC, AZTEC TOWER CHAIR-PTC, OR AZTEC STRADDLE CHAIR-PSC BY DAYTON-SUPERIOR SHALL BE PROVIDED. 10.2. AT FACE REINFORCING. AZTEC BAR CHAIR-PBC, AZTEC TOWER CHAIR-PTC, OR AZTEC STRADDLE CHAIR-PSC BY DAYTON-SUPERIOR SHALL BE PROVIDED. 11. REINFORCING STEEL SHALL BE GRADE 60 STEEL CONFORMING TO ASTM A615. 12. THE REINFORCING SHOWN IS FOR THE FINAL IN PLACE DESIGN LOADS AND SHALL NOT BE MOVED FROM ITS SPECIFIED LOCATION. 13. PROVIDE 2 - #4's x 2'-0" LONG AT EACH LIFTING INSERT. TIE THE LIFTING INSERT TO THE PANEL REINFORCING WITH THE #4's TO HOLD THE INSERT IN PLACE DURING PANEL CONSTRUCTION. LEVEL 1Q VERTICAL LEVEL 3a) REINFORCING LEVEL 5Q LEVEL Q3 VERTICAL REINFORCING INSIDE FACE M CV CASTING SURFACE CLEARANCE TO LEVELQ2 (OUTSIDE FACE) `V 3/4" JOINT a FROM CASTING SURFACE CLEARANCE TO LEVEL 1� LEVEL (2)HORIZONTAL FROM CASTING SURFACE "' REINFORCING HORIZONTAL LEVEL Q REINFORCING LEVEL NOTE: USE 3 1/4" CHAIRS TO SUPPORT LEVELQ REINFORCING FOR 7 1/4" THICK PANELS LEVEL REINF. AT 7 1 /4" PANEL JR1 .61 3/4"=1'-0" VERTICAL REINF. CLEARANCE TO VERT. REINF. FROM INSIDE FACE INSIDE FACE 1777 J USE 7 1/4" CHAIRS \ CASTING SURFACE (OUTSIDE FACE) TO SUPPORT HORIZONTAL K, TOP REINF. .- 3/4" JOINT a USE 1 3/4" CHAIRS TO SUPPORT VERTICAL BOTTOM REINF. HORIZONTAL REINF. NOTE: USE 1 3/4" CHAIRS TO SUPPORT BOTTOM FACE VERTICAL REINF. FOR 9 1 /4" THICK PANELS. USE 7 1/4" CHAIRS TO SUPPORT TOP FACE HORIZONTAL REINF. FOR 9 1/4" THICK PANELS. FACE REINF. LOCATION AT 9 1 /4" PANELS IR1.01 3/4"=1'-0" 11 1 2" PROJECTION REFER PANEL REINF. LAYOUT DWG. FOR DOWEL SPACING o ® ®o o x C CASTING SURFACE \ o (OUTSIDE FACE) m TYP. BENT DOWEL AT SCREEN WALL PANEL MOKO!OCONSTRUCTION C GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA NO. 27082 propcfi SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 32146 Scope DrawhoM These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawbo Tift TILT -UP PANEL REINFORCING P01-PO4 R9*10" 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. aw Dab Dram By Cbacked By 10/16/17 CORS JTS SEAL o � NO. 0 5 2% . r r f �: SOF :t00 0 •••:c` 0: •'• �tv:: i�tCs .••0 R 1 C� �ONAL�;;:�`�� RIM 20mIN218 R1.01 3/4' =1'-0" 1 LEVEL (3) VERT. 13-# 8'-8" BOVE OPNG®14 1/2" O.C. 1 13-#4x - BELOW OPNG014 1/2' O.C. 3-#5 24'-6" 29 3/4" O.C.- _n LEVEL 02 HORZ. 1 8-#4 27'-7"012" O.C. A 4 3-#6x27'-7" ABOVE OPNG03" O.0 6-#4x5'-8" LEFT LEG013" O.C. 6-#4x5'-8" RIGHT LEGO13" O.C. 2-#5x27'-7" BELOW OPNG03" O.0 8-#4x27'-7"013" O.C. 2-#6x27'-7"03" O.C. 1 F3-#5 24'-6" 29 3/4" O.C. ° 4'-11 5/8" 1'_3• 14'-6" 1'-3' 4"-11 5/d" e 1 0 I 0 1 4 4 C U 1 I <1 M � I N M F 41 CV o I � 3 I 1'-11 5/8" (7)T1ESO4'-0"=24'-0" 1'-11 5/8" a 5-5 5/8" 16'-6" 5-5 5/8" 3" J 9-#5 24'-6" 1/4" 1 O.C.(L1 &L5)J REBAR CUT LIST 11" STRAIGHT BARS BENT BARS '- " 2 #4 x 11" x 4'-6" HAIRPIN `O 13 #4 x 8 -8" #4 WALL TIES 16 #4 x 27_-7" 7 #4 x 3'-6" W/8" HOOK ONE END 5 #6 x 27'-7" LEVEL Q&Q VERT. PROVIDE (2)-#4 HAIRPINS 0 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PP-4. (SEE DETAIL 1/S4.01.) LEVEL 0 HORZ. 1 10-#4x5'-8" LEFT LE 031" O.C. 10-#4x5'-8" RIGHT L G031" O.C. LEVEL DIAG. 2-#5x4 -0"03" O.C. TYP.(4 PLACES) L 3" L 9-# 24'-6 1/4" O.C.(L1&L5) 1 REFER TO DETAIL 1JR1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. LU P05 CL FACE STRUCTURAL REVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 37-5" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 7 1/4" 3/4" 54.0 K BL to TR 37-5" 4,000 PSI 13.3 CY 601 SF (UP) FACE LEVEL Q VERT. 10-#4x7'-1" ABOVE OPNG014" O.C. 3-#4x1'-5" BETWEEN OPNG012" O.C. 4-#4x9'-6" BELOW OPNG013" O.C. 4-#4x9'-6" BELOW OPNG013" O.C. 1-#5x23'-0" 5-#5x23'-0"023 7/8" O.C. 1 1 I r 10-#5x23'-0"011" O.C. 3" "3" 7'-11 5 8" • II . ' n 8'-2 5/8" / �-3 , 3 -3 L 0„2 -0 L 0„ 3 -3 -0 „ M LEVEL 02 HORZ. 7-#4x29'-7"012" O.C. 2-#6x29'-7" ABOVE OPNG03" O.C. 6-#4x8'-8" LEFT LEG013" O.C. 'n 6-#4x8'-8" RIGHT LEG013" O.C. 2-#5x29'-7" BELOW OPNG03" O.C.la M _ L� 2-#5x29'-7" ABOVE OPNG03" O.C. II N 7-#4x13'-O" LEFT LEG013" O.C. 7-#4x13'-0" RIGHT LEG013" O.C. 2-#6x13'-0" LEFT LEG03" O.C. 2-#6x13'-0" RIGHT LEG03" O.C. M • IM 3" 10-#5x23'-0"011 1/4" O.C.(L1&L5)J LEVEL 0&(5) VERT. REBAR CUT LIST STRAIGHT BARS 4 #6 x 13'-0" 11" 3 #4 x 1'-5" 2 #6 x 29'-7" 10 #4 x 7'-1" 21 #4 x 8'-8" BENT BARS 8 #4 x 9'-6" 2 #4 x 11" x 4'-6" HAIRPIN 14 #4 x 13'-0" 7 #4 x 29'-7" #4 WALL TIES 12 #5 x 4'-0" 8 #4 x 3'-6" W/8" HOOK ONE END 36 #5 x 23'-0" 4 #5 x 29'-7" w LEVEL ® HORZ. II 9-#4x8'-8" LEFT LEGO33" O.C. CV N LEVEL $4 DIAG. 2-#5x4 -0"03" O.C. w TYP.(6 PLACES) J 31010 REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. 1 8- PR-6 ABOVE OPNG014 1/2" O.C. tS'�-29 3- BELOW OPNG014 1/2" O.C� 3-3/4" O.C. LEVEL 2 HORZ. 1 2- 4x15'-7"09" O.C. 7-#4x29'-7"012" O.C. 3-#6x29'-7" ABOVE OPNG03" O.C. _ 6-#4x5'-8" LEFT LEG013" O.C. 6-#4x7'-8" RIGHT LEGO13" O.C. i 2-#5x29'-7" BELOW OPNG03" O.C. P 8-#4x29'-7"013" O.C. 2-#6x29'-7"03" O.C. LEVEL(3)VERT. 5-#4x7'-1" ABOVE OPNG014 1/2" O.C. r 1-#5x23'-O" r 13-#5x23'-0"07 1/4" O.C. 6" 4'-11 5/8" 1'-3" 8'-5 1/2 i 4'-10" '_0L 7'-2 5/8" 3" M 0 I Cn • 3 2 of 3" = TYP. 1 I N 7 W 1= � I _J � 3 I 11 5/8" (8)T1ESO4'-0"=28'-0" 11 5/8" � 5-5 5/8" 24'-2 5/8" 3" J REBAR CUT LIST STRAIGHT BARS 10 #5 x 4'-0" 16 #4 x 5'-8" 1 b '— " 5 #4 x 7'-1" 1 21 5 x 24'-6 1 8 4 x - 5 #6 x 29'-7" 2 #4 x 15'-7" BENT BARS d 15 #4 x 29'-7" 2 #4 x 11" x 4'-6" HAIRPIN 1 #4 x 30'-0" #4 WALL TIES 8 #4 x 3'-6" W/8" HOOK ONE END L 9-# x24'-6 1/4' O.C.(L1 &L5) 1 LEVEL O&Q VERT. LEVEL Q VERT. 13-#4x7'-1" ABOVE OPNG014 1/2" O.C. 13-#4x9'-6" BELOW OPNG014 1/2" O.C. 3-#5x23'-0"024 3/4" O.C.1 6" _ . 4'-1 5/8" .1_'-r _ 14'-6" LEVEL 02 HORZ.CD _ 7-#425-11"012" O.C. 3-#6x25'-11" ABOVE OPNG03" O.C. 6-#4x4'-10" LEFT LEGO13" O.C. 'n 6-#4x4 -10 RIGHT LEG013 O.C. Ln a M 2-#5x25'-11" BELOW OPNG03" O.C. f— 0 1 8-#425-11"013" O.C. i� 2-#5x25'-11"03" O.C. 4'-7 5/8" 3" 10-#5x23'-0"06 1 /8" O.C.(L1 &L5)J 11" REBAR CUT LIST STRAIGHT BARS BENT BARS 21 #4 x 4'-10" 2 #4 x 11" x 4'-6" HAIRPIN u' 13 #4 x 7'-1" 13 #4 x 9'-6" #4 WALL TIES 15 #4 x 25-11" 7 #4 x 3'-6" W/8" HOOK ONE END 8#5 x 4'-0" 33 #5 x 23'-0" 4 #5 x 25-11" 3 #6 x 25'-11" 21'-4 5/8" LEVEL 01 &(5) VERT. 1 —PROVIDE (2)-#4 HAIRPINS 0 3"O.C. AROUND HEADED STUDS AT EMBED PLATE P�4. (SEE DETAIL 1/S4.01.) LEVEL ® HORZ. 1 10-#4x5'-8" RIGHT L 031" O.C. LEVEL 0 DIAG. 2-#5x4'-0"03" O.C. TYP.(5 PLACES) 00 J REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. I1-#5x23'-0" r 9-#5x23'-0"06 5/8" O.C. 3" " 1'- 4'-4 5/8" .� 3 LEVEL ® HORZ. 9-#4x4'-10" LEFT LEG033" O.C. LEVEL (4 DIAG. 2-#5x4 -0"03" O.C. TYP.(4 PLACES) REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. McKee CONSTRUCTION Co. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 270B2 Propoib SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Soopo Drawbp These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drr wft Me TILT -UP PANEL REINFORCING P05-P08 RoaNloRr� 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. law Date aw�w ry MI/M/t] Cp JTe RB Dratlrll By Chocked By 10/16/17 CO/JTS JTS SEAL ��H� E N syv;���'G . F •yam., NO. 5 •:9Z S OF : 40-� • 0 : '4 00 �!► . �`� Q' . . OR *sr,fONAL�� ``* Drawling Nmim R02 o.a.n LEVEL Q VERT. 13-#4x8'-7" ABOVE OPNG014 1/2" O.C. 13-#4x9'-6" BELOW OPNG014 1/2" O.C. 3-#5x24'-6"029 3/4" O.C.1 n 6 -] 4'-11 5/8" �'-3" _ 14'-6" LEVEL Q HORZ. 8-#4x26'-2"013" O.C. 3-#6x26'-2" ABOVE OPNG03" O.C. M 6-#4x5'-8" LEFT LEG013'O.C. 'n 6-#4x4 -2 RIGHT LEG013"O.C. U 2-#5x26'-2" BELOW OPNG03" O.C. L� F 0 I 8-#4x26'-2"013" O.C. i� 2-#6x26'-2"03" O.C. M Il_ 5-5 5/8" 3"_J 10-#5x24'-6"07 1/4" O.C.(L1&L5)-� REBAR CUT LIST 11' STRAIGHT BARS BENT BARS d 15 #4 x 4'-2" 2 #4 x 11" x 4'-6" HAIRPIN 15 #4 x 5'-8" 13 #4 x 8'-7" #4 WALL TIES 13 #4 x 9'-6" 7 #4 x S-6" W/8" HOOK ONE END 16 #4 x 26'-2" 8 #5 x 4'-0" 38 #5 x 24'-6" 2 #5 x 26'-2" 5 #6 x 26'-2" LEVEL Q2 HORZ. 12-#4x27'-7"013" O.C. 2-#6x27'-7" ABOVE OPNG03" O.C. 9-#4x8'-8" LEFT LEG013" O.C. 9-#4x8'-8" RIGHT LEG013" O.C. 1-#6x8'-8" LEFT LEG 1-#6x8'-8" RIGHT LEG LEVEL O&g VERT. r 3-#5x24'-6"021" O.C. n -30 .. 3'-6" s LEVEL ® HORZ. 9-#4x5'-8" LEFT LEGO35" O.C. 9-#4x4'-2" RIGHT LEGO35" O.C. LEVEL Q4 DIAG. 2-#5x4 -0"03" O.C. TYP.(4 PLACES) L_ 311 L 6-#5x24'-6"09 5/8" O.C.(L1 &L5) REFER TO DETAIL1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. <° P09 FACE STRUCTURAL REVEAL PANEL DIAGONALS I CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 36'-4" N/A 7 1 /4" 3/4" 50.7 K BL to TR 364" 4,000 PSI 12.5 CY 565 SF 1 LEVEL Q VERT. 8-#4xl2'-11" ABOVE OPNG 5 1/ " C. 1 1-#5x23'-01 9-#5x23'-0 2" O.C. A A 1-#5x23'-0" 1 F 8-#5x23'-O" 3 3/4" O.C. " n 3" 18'-0 5 818'-10" '-0 J 8'-0 5/8" 3n M i LEV 2-1 TYF 7 " TYP. J _ N w 1 J 31: 00 1'-5 5/8" 1'-5 5/8' 4 (3)1IES03'-6"=7'-0" 11'-0" (3)TIES03'-6"=7'-0" .'] c=r REBAR CUT LIST STRAIGHT BARS #4 WALL TIES 18 #4 x 8'-8" 6 #4 x S-6" W/8" HOOK ONE END 8 #4 x 12'-11" 12 #4 x 27'-7" 4 #5 x 4'-0" 19 #5 x 23'-0" 2 #6 x 8'-8" 2 #6 x 27'-7" :1 �4 DIAG. 150 -0"03" O.C. .(2 PLACES) REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. LEVEL g VERT. 2-#5x24'-6"020" O.C. 2-#5x23'-0"020" O.C. 10-#4xl4'-5" ABOVE OPNG014" O.C. 10-#4xl2'-11" ABOVE OPNG014' O.C. 10-#4x3'-6" BELOW OPNG014" O.C. r 10-#4x3'-6" BELOW OPNG014" O.C. 2-#5x24'-6"024" O.C. I F 2-#5x23'-0"023 5/8" O.C. 1 Il n 1 -11 5/8 • 6 n I 1 n 1 1 • 1 • 1 ■ 1 ■ n f 6 -0 1-3 10-6 1-3 1-- 1-8 „1-8 1-3� 10'-6 -3� LEVEL 0 HORZ. 2-#4xl7'-8" LEFT LEG09" O.C. I 11-#435-8"013 1/2" O.C. 2-#6x35'-8" ABOVE OPNG03" O.C. , 6-#4x2'-8" LEFT LEGO13" O.C. 6-#4x5'-8" CENTER LEG013" O.C. V.) 6-#4x2'-8" RIGHT LEGO13" O.C. 'U-) Iz- 2-#5x35'-8" BELOW OPNG03" O.C. " 3-#4x35-8"012" O.C. 2 oI 2-#505-8"03" O.C. M .I■ I■ 1 1 ' • 1 1 1�1.��1 1�1 Ilih&hh. ill■��i i-1 'AA lip I IM'. J - r 3" 5-#5x24'-6"07 1/2" O.C.(L1 &L5) J 2'-0 3/4" J L 8 1/4" 4-#5x24'-6"08 1/4" O.C.(L1&L5)J L 5-#5x23'-0"08 1/4" O.C.(L1&L5) LEVEL 0&( VERT. o'. I' N CV (N W F= J J 9 LEVEL ® HORZ. 9-#4x2'-8" LEFT LEG035" O.C. 9-#4x5'-8" CENTER LEGO33" O.C. 9-#4x2'-8" RIGHT LEG033" O.C. LEVEL Q4 DIAG. 2-0x4 -0"03" O.C. TYP.(8 PLACES) 3" L 5-#5x23'-0"07 3/8" O.C.(L1 &L5) REBAR CUT LIST STRAIGHT BARS 22 #5 x 24'-6" 30 #4 x 2'-8" 4 #5 x 35'-8" 20 #4 x S-6" 2 #6 x 35'-8" 15 #4 x 5'-8" REFER TO DETAIL 1 /R1.01 10 #4 x 12'-11" #4 WALL TIES PROVIDE 3 1/4- CHAIRS AT 10 #4 x 14'-5" 9 #4 x 3'-6" W/8" HOOK ONE END LEVEL 2 HORIZONTAL REINF. 2 #4 x 17'-8" 14 #4 x 35-8" BENT BARS 16 #5 x 4'-0" 2 #4 x 18" x 3'-0" HAIRPIN E P 10 24 #5 x 23'-0" 36" 18"� FACE 1WYTHFl I STRUCTURAL IREVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL I PANEL NOTES: WYTHF I DEPTH I WEIGHT I TI to RR I d_q'-R R/A" STRENGTH I VOLUME AREA STFFI TRnWFI FINISH - WS LEVEL Q VERT. 2-#5x23'-0"020" O.C. 2-#5x24'-6"020" O.C. 10-#4x12'-11" ABOVE OPNG014" O.C. 10-#4x14'-5" ABOVE OPNG014" O.C. 10-#4x3'-6" BELOW OPNG014" O.C. (- 10-#4x3'-6" BELOW OPNG014" O.C. 2-#5x23'-0"023 5/8" O.C. (- 2-#5x24'-6"024" O.C. n 1'-11 5/8" n 6 1'-3' 10'-6" 1'-3' 1'-8' 1'-8" 1'-8' '-3' 10'-6" 1'-3*,2'- 0" 6 LEVEL 0 HORZ. 2-#4xl7'-8" LEFT LEG09" O.C. 11-#435-8"013 1/2" O.C. ■ M � 2-#6x35'-8" ABOVE OPNG03" O.C. 6-#4x2'-8" LEFT LEG013" O.C. 6-#4x5'-8" CENTER LEGO13" O.C. 1 6-#4x2'-8" RIGHT LEG013" O.C. 2-#5x35'-8" BELOW OPNG03" O.C. L 3-#435-8"012" O.C. 2-#505-8"03" O.C. N -5 3" J 4-#5x23'-0"09 7/8" O.C.(L1&L5) J 12'-6" L 2'-9" �111'-10' � 12'-6" 4-#5x23'-0"011" O.C.(L1&L5) J L 3-#5x24'-6"011" O.C.(L1&L5) LEVEL Q1 &( VERT. ROVIDE (2)-#4 HAIRPINS 0 "O.C. AROUND HEADED TUDS AT EMBED PLATE (SEE DETAIL 3/S4.01.) EVEL ® HORZ. #4x5'-8" CENTER LEGO35" O.C. #4x2'-8" RIGHT LEG033" O.C. #4x2'-8" LEFT LEGO33" O.C. EVEL (DIAG. #5x4 -0"03" O.C. YP.(8 PLACES) 3" L 4-#5x24'-6"010" O.C.(L1&L5) REBAR CUT LIST STRAIGHT BARS 18 #5 x 24'-6" 30 #4 x 2'-8" 4 #5 x 35'-8" 20 #4 x 3'-6" 2 #6 x 35'-8" 15 #4 x 5'-8" REFER TO DETAIL 1 /R1.01 10 #4 x 12'-11" #4 WALL TIES PROVIDE 3 1/4" CHAIRS AT 10 #4 x 14'-5" 9 #4 x S-6" W/8" HOOK ONE END LEVEL 2 HORIZONTAL REINF. 2 #4 x 17'-8" 14 #4 x 35'-8" BENT BARS fl<0z 16 #5 x 4'-0" 2 #4 x 18" x S-0" HAIRPIN P 12 20 #5 x 23'-0" 36" 18"C FACE I STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHF WYTHF nFPTH WFI(.HT T ++., RQ d')'-tn 'Z/A" STRFNC-,TH I Vnl I IMF I AREA cTGGi TonWGi PKIMW - INK ioNee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PrOl"b SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Saps Drawbo These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Draft Tltla TILT -UP PANEL REINFORCING P09-P12 RevIlelloft 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. laaw Data p/MM Dram By F COIJfB CMokad By h R8 10/16/17 CO/JTS JTS SEAL �•�'. NO. 5 ;'iZ 0 OF .,1 0 ; P .��. �i�,r.•t•O R 1 �••� �4�' s• ..• � 4���4#10NAL�����`*� pR1.03 holed ffix"I 20mIM218 ow"n LEVEL Q3 VERT. 13-#4x8'-9" ABOVE OPNG014 1/2" O.C. 13-#4x3'-6" BELOW OPNG014 1/2" O.C. 1-#5x18'-10" 6-#5x18'-10"08 1 /4" O.C. 1 " 3" 3-1 ON LEVEL Q2 HORZ. 8-#4x26'-2"013" O.C. 3-#6x26'-2" ABOVE OPNG03" O.C. M 6-#4x3'-10" LEFT LEG013" O.C. in 6-#4x6'-O" RIGHT LEG013" O.C. LO 2-#5x26'-2" BELOW OPNG03" O.C. L 3-#4x26'-2"012" O.C. PC14 of N 2-#5x26'-2"03" O.C. 11 F REBAR CUT LIST STRAIGHT BARS 13 #4 x 3'-6" 6 #4 x 3'-10" 13 #4 x 6'-0" 13 #4 x 8'-9" 11 #4 x 26'-2" 8 #5 x 4'-0" 25 #5 x 18'-10" 4 #5 x 26'-2" 3 #6 x 26'-2" LEVEL U2 HORZ. 8-#4x29'-7"013" O.C. r 4-#5x18'-10"021 1/4" O.C. '_3• 5-3 5/8" 6" 0 i J L 20'-5" 5'-9 5/8" 11" BENT BARS = 2 #4 x 11" x 4'-6" HAIRPIN to #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END 7-#5x18'-10"011 5/8" O.C.(L1&L5)J LEVEL Q&Q VERT. 3" PROVIDE (2)-#4 HAIRPINS 0 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PL-4. (SEE DETAIL 5/S4.01.) LEVEL ® HORZ. 7-#4x6'-O" RIGHT LEG035" O.C. LEVEL ® DIAG. 2-#5x4'-0"03" O.C. TYP.(4 PLACES) REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. Q°P13 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 32'-8 1/2" N/A 7 1 /4" 1 3/4" 1 37.0 K BL to TR 32'-8 1/2" 4,000 PSI 9.1 CY 412 SF LEVEL O3 VERT. 8-#4x8'-9" ABOVE OPNG015 1/8" O.C. 1-#4xl8'-10" ll-#4x18 -10" 010 7/8 O.C. � 1 r 2-#6x29'-7" ABOVE OPNG03" O.C. C e 9-#4x9'-6" LEFT LEG013" O.C. 9-#4x9'-6" RIGHT LEG013" O.C. 2-#5x9'-6" LEFT LEG03" O.C. 2-#5x9'-6" RIGHT LEG03" O.C. 1-#4xl8'-10" F 15-#4xl8'-10"07 3/4" O.C. ,n " J 3 9'-0 5/8" '-0` 8'-10" '-0 J n 9'-0 5/8" 3 _ M PR( 3"C STL I PL- LE% 2-: TYF % O 3 TYP. 4 _ w F= 1100 J 3 00I 1'-3 5/8" 1'-3 5/8" FLO(3)TIESO4'-0"=8'-0" 11'-4" (3)TIESO4'-O"=8'-0" v I iVIDE (2)-#4 HAIRPINS 0 .C. AROUND HEADED DS AT EMBED PLATE 4. (SEE DETAIL 5/S4.01.) EL $4 DIAG. 650 -0"03" O.C. .(2 PLACES) LEVEL g VERT. 13-#4x8'-9" ABOVE OPNG014 1/2" O.C. 13-#4x3'-6" BELOW OPNG014 1/2" O.C. 1-#5x18'-1 On 6-#5xl8'-10"013 3/8" O.C.I 1 3"-, LEVEL O2 HORZ. 8-#4x25'-11"013" O.C. 3-#6x25'-11" ABOVE OPNG03" O.C. 6-#4x6;-O� LEFT LEG013 3/4" O.C. 6-#4x3 -8 RIGHT LEG013 3/4"O.C. _ ' 2-#5x25'-11" BELOW OPNG03" O.C. 3-#425-11"012" O.C. `s 2-#5x25'-11"03" O.C. REBAR CUT LIST STRAIGHT BARS 13 #4 x 3'-6" 13 #4 x S-8" 6 #4 x 6'-0" 13 #4 x 8'-9" 11 #4 x 25-11" 8 #5 x 4'-0" 24 #5 x 18'-10" 4 #5 x 25'-11" 3 #6 x 25'-11" LEVEL Q2 HORZ. 9-#4x29'-7"013" O.C. 8` 4 r 3-#5x18'-10"017 3/4" O.C. 6" ' 5-6 5/8" '-p• 14'-6" 1'-3' 2'-11 5/ 11" BENT BARS d 2 #4 x 11" x 4'-6" HAIRPIN #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END 2-#5x29'-7" ABOVE OPNG03" O.C. 5-#4x19'-8" LEFT LEG013" O.C. 5-#4x3'-8" RIGHT LEG013" O.C. 2-#5x29'-7" BELOW OPNG03" O.C. 3-#4x29'-7"012" O.C. 2-#6x29'-7"03" O.C. L 3" 7-#5x18'-10"07" O.C.(L1 &L5)J LEVEL O&Q VERT. LEVEL (� VERT. 5-#4x9'-11" ABOVE OPNG013 1/2" O.C. 5-#4x3'-6" BELOW OPNG013 1/2" O.C. 3-#4xl8'-10"024 3/4" O.C. 18-#4xl8'-10"010 1/8" O.C. 1 PROVIDE (2)-#4 HAIRPINS 0 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PL-4. (SEE DETAIL 5/S4.01.) LEVEL ® HORZ. 7-#4x3'-8" RIGHT LEG035" O.C. LEVEL $44 DIAG. 2-#5x4 -0"03" O.C. PM.(4 PLACES) 7 r 1-#4xl8'-10" F 4-#4xl8'-10"012 7/8" O.C. r 3" n J 14'-4 1/8- 4.-1 1/2- 1'-3` 4'-6n t-6 3"-2 5/8- _ CS It 00 - 0 L e _ 1 (� I 3 _ 3 71� L TYP. (n r LIJ F 1 J J n u _ J 00, 15-1 1/8- 4'-7 1/2" 10'-2 5/8" REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. ROVIDE (2)-#4 HAIRPINS 0 "O.C. AROUND HEADED TUDS AT EMBED PLATE L=4. (SEE DETAIL 5/S4.01.) =VEL ® HORZ. -#44'-10" CENTER LEGO35" O.C. EVEL $4 DIAG. -#5x4 -0"03" O.C. YP.(4 PLACES) 8-#4xl8'-10"07 7/8" O.C.(L1&L5) J 11" 11" LEVEL 0&(5) VERT. REBAR CUT LIST REBAR CUT LIST STRAIGHT BARS BENT BARS STRAIGHT BARS BENT BARS 8 #4 x 8'-9" 2 #4 x 11" x 4'-6" HAIRPIN "' 5 #4 x S-6" 2 #4 x 11" x 4'-6" HAIRPIN to 18 #4 x 9'-6" 5 #4 x 3'-8" 28 #4 x 18'-10" #4 WALL TIES REFER TO DETAIL 1/R1.01 7 #4 x 4'-10" #4 WALL TIES REFER TO DETAIL 1/R1.01 8 #4 x 29'-7" 6 #4 x 3'-6" W/8" HOOK ONE END PROVIDE 3 1/4" CHAIRS AT 5 #4 x 9'-11" 8 #4 x 3'-6" W/8" HOOK ONE END PROVIDE 3 1/4" CHAIRS AT 4 #5 x 4'-0" LEVEL 2 HORIZONTAL REINF. 42 #4 x 18'-10" LEVEL 2 HORIZONTAL REINF, 4 #5 x 9'-6" 5 #4 x 19'-8" 2 #6 x 29'-7" 12 #4 x 29'-7" QOz D P1 C 8#5 x 4'�0"" ZO Z D I 1 �J 4 #5 x 29 -7 FACE I STRUCTURAL REVEAL I PANEL DIAGONALS I CONC. DESIGN I CONCRETE NET PANEL PANEL NOTES: 12 #6 x 29'-7" FACE I STRUCTURAL IREVEALI PANEL I DIAGONALS I CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: MONDO CONSTRUCTION CO. GENERAL CONTRACTORS SCHI ICHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PrOleeb SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 SOW Drawhoi These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drams Tfti TILT -UP PANEL REINFORCING P13-P16 RavbII006 10/16/17 - ISSUED FOR PERMIT baw Date Dram By ChaOkad By 10/16/17 CO/JTS JTS SEAL i • ';?�'. : N0.6 '•92 -3: �Z- ,-ot rlb►vro►��*c S OF ;�. '. p ; eg; s., ,. G� RU4 20IN218 0WIM 5-#4x9'-11" ABOVE OPNG013 1/2" O.C. 5-#4x3'-6" BELOW OPNG013 1 /2" O.C. 1-#4xl8'-10" 4-#4xl8'-10"012 7/8" O.C.1 3" 3'-2 5/8'1_70'_ 4'-6" 1'. ro LEVEL Q HORZ. • 9-#4x27'-7"013" O.C. ao 00 • 2-#5x27'-7" ABOVE OPNG03" O.C. 5-#4x3'-8" LEFT LEG013" O.C. 5-#4xl7'-8" RIGHT LEG013" O.C. 2-#5x27'-7" BELOW OPNG03" O.C. F 3-#4x27'-7"012" O.C. .114 O 2-#5x27'-7"03" O.C. N M REBAR CUT LIST STRAIGHT BARS 5 #4 x S-6" 5 #4 x S-8" 5 #4 x 9'-11" 5 #4 x 17'-8" 32 #4 x 18'-10" 12 #4 x 27'-7" 8 #5 x 4'-0" 6 #5 x 27'-7" 11" BENT BARS • 2 #4 x 11" x 4'-6" HAIRPIN #4 WALL TIES 7 #4 x S-6" W/8" HOOK ONE END LEVEL Q HORZ. 9-#4x23'-7" 013" O.C. 2-#5x23'-7" ABOVE OPNG03" O.C. 5-#4x9'-2" LEFT LEG013" O.C. 5-#4x3'-4" CENTER LEG013" O.C. 5-#4x2'-2" RIGHT LEG013" O.C. 2-#5x23'-7" BELOW OPNG03" O.C. 3-#4x23'-7"012" O.C. 2-#5x23'-7"03" O.C. REBAR CUT LIST STRAIGHT BARS 5 #4 x 2'-2n 5 #4 x S-4" 8 #4 x 3'-6" 5 #4 x 9'-2" 8 #4 x 9'-11" 24 #4 x 18'-10" 12 #4 x 23'-7" 16 #5 x 4'-0" 6 #5 x 23'-7" LEVEL 03 VERT. 1-#4x18'-10" 13-#4x18 -10 06 r 7/8n O.C. 13-#4x18'-10"09 7/8" O.C. 3" LEVEL 03 VERT. 1-#4x18'-10" 15-#4x18'-10"07 3/4" O.C. 10-#4x18 -10" 09 3/4" O.C. 1 3" 3" 7'-4 1 /8" 9'-0 1 /2" I -ON LEVEL Q HORZ. z M _EVEL 4 DIAG. 10-#4x29'-7"013" O.C. o 2-#5x4 -0"03" O.C. TYP.(4 PLACES) 1co 6 REFER TO DETAIL 1 /131.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. Q°P17 FACE STRUCTURAL I REVEAL I PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I WEIGHT STRENGTH VOLUME I AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 33'-10 7/8" N/A 7 1 /4" 1 3/4" 1 45.7 K IBLtoTRI33'-107/8"I 4,000 PSI I 11.3 CY I 508 SF LEVEL Q VERT. 4-#4xl8'-10"010 3/4" O.C. 1-#4xl 8'-10" 1-#4xl 8'-10" 4-#4x9'-11" ABOVE OPNG010 5/8" O.C. 4-#4x9'-11" ABOVE OPNG010 5/8" O.C. 4-#4x3'-6" BELOW OPNG010 5/8" O.C. 4-#4x3'-6" BELOW OPNG010 5/8" O.C. #4x18'-10" 13-#4xl8'-10"08 3/4" O.C.-� IF 3-#4xl8'n 10"010 3/8" O.C. I . • ..STUD!r 1I%. Ali �1 1VIA �1� �i ■�IlE7L�'�����1"_�._t9//,},1>r©I\■Cilr1JL'sC■ .■ iil��i�%ii r' M 11" BENT BARS • 2 #4 x 11" x 4'-6" HAIRPIN #4 WALL TIES 8 #4 x 3'-6" W/8" HOOK ONE END 1(. DIAG. 5x4 -0"03" O.C. .(8 PLACES) REFER TO DETAIL 11131.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. 2-#6x29'-7" ABOVE OPNG03" O.C. L-n O 7-#4x17'-4" LEFT LEG013" O.C. _I 7-#4x3'-8" RIGHT LEG013" O.C. `- 2-#5x17'-4" LEFT LEG03" O.C. 2-#5x3'-8" RIGHT LEG03" O.C. M 7-#4x10'-9" ABOVE OPNG013 5/8" O.C. 1-#4x18'-10" r 5-#4x18'-10"09 5/8" O.C. PRO DE (2)-#4 HAIRPINS 3"0.1 AROUND HEADED STUD T EMBED PLATE PL- (EE DETAIL 5/S4.01.) TYP. 1'-1 5/8" (5)TIE��0-0 16'-0" Ill 9'-4" If-5 611,10-86" LEVEL ® DIAG. 2-#5x4'-0"03" O.C. TYP.(2 PLACES) U) w P J Q 3 11n REBAR CUT LIST STRAIGHT BARS BENT BARS 7 #4 x 3'-8" 2 #4 x 11" x 4'-6" HAIRPIN 7 #4 x 10'-9" 7 #4 x 17'-4" #4 WALL TIES REFER TO DETAIL 1 /R1.01 32 #4 x 18'-10" 8 #4 x 3'-6" W/8" HOOK ONE END PROVIDE 3 1/4" CHAIRS AT 10 #4 x 29'-7" LEVEL 2 HORIZONTAL REINF. 2 #5 x 3'-8" 4 #5 x 4'-0" 2#5x17'-4" JLu Q� Q lP 1 V 2 #6 x 29'-7" a. LEVEL Q VERT. 1-#4xl8'-10" 4-#4x9'-11" ABOVE OPNG010 5/8" O.C. 4-#4xl8'-10"010 5/8" O.C. 4-#4x3'-6" BELOW OPNG010 5/8" O.C. 1-#4x18'-10" 3-#418'-10"024" O.C. 4-#4x9'-11" ABOVE OPNG010 5/8" O.C. 4-#4x9'-11" ABOVE OPNG014" O.C. 4-#4x3'-6" BELOW OPNG010 5/8" O.C. 3-#4xl8'-10"010 1/440.0 I n1 r 1-#4xF 6 1#4xl8'-10"011 3/8" O.C. 1'-8 5/8" 3n 3" 3" 3" n r rr • r n r • r n r r n r r n J'—O', r n r 4'-8 5 8" 3 �,� � 3-6 1-3 4-0 1-3„2-8 L 12-8 2-8 t-10 / 3 0 M I LEVEL 02 HORZ. • 00 9-#4x29'-7"013" O.C. o11 M• 2-#5x29'-7" ABOVE OPNG03" O.C. 8-#4x2'-2" LEFT LEGO13" O.C. 5-#4x4'-8" CENTER(1)013" O.C. a' 5-#4x3'-4" CENTER((2))013" O.C. 1 5-#4x5'-2" RIGHT LEG013" O.C. Z 2-#5x22'-2" BELOW OPNG03" O.C. ' 3-#4x22'-2" RIGHT LEG013" O.C. '-c.-,4 `i - 2-#5x2'-2" LEFT LEG03" O.C. 2-#5x22'-2" RIGHT LEG03" O.C. 3"11 Z r ri :r kr r LATE pol- �. LAA IL AA 1 9 er�at:�� r�r►���>!�rr.��res�a�!s�•��iiii . Jam. .i -�• ��.J• - -A— 'A n - 8-#4xl8'-10"07 3/4" O.C.(L1&L5)-1 LEVEL 01 &(5) VERT. M w J J Q LEVEL 0 HORZ. 7-#4x4'-8" CENTER(1) LEG035" O.C. LEVEL $4 DIAG. 2-#5x4 -0"03" O.C. TYP.(10 PLACES) 00 REBAR CUT LIST STRAIGHT BARS 2 #5 x 2'-2" 8 #4 x 2'-2" 20 #5 x 4'-0" 5 #4 x S-4" 4 #5 x 22'-2" 11" 8 #4 x 3'-6" 2 #5 x 29'-7" REFER TO DETAIL 1/R1.01 12 #4 x 4'-8" PROVIDE 3 1/4" CHAIRS AT 5 #4 x 5'-2" BENT BARS LEVEL 2 HORIZONTAL REINF. 12 #4 x 9'-11" 4 #4 x 11" x 4'-6" HAIRPIN 36 #4 x 18'-10"ULJ J 3 #4 x 22'-2" #4 WALL TIES Q O P20 9 #4 x 29'-7" 8 #4 x 3'-6" W/8" HOOK ONE END a. McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Project, SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3048 Sop Drawkgp These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL REINFORCING P17-P20 ReTklowe 10/16/17 - ISSUED FOR PERMIT bw Dab Drawn By Che dad By 10/16/17 COJTS JTS SEAL NO 02 6 ' Z E OF 0 R 1 R05 prow ft", 20mIM218 r7ti;_ fl LEVEL g VERT. 6-#5x18'-10"07 1/4" O.C. 1-#5x18'-10" 1-#5x18'-10" 5-#4x9'-11" ABOVE OPNG014" O.C. 5-#4x3'-6" BELOW OPNG014" O.C. 3-#5x18'-10"013 7/8" O.C.1 6" -1 2 -3 5/8'1'-3`. _ 4'-8" 1' 01. _ S-0" ktl 0' M LEVEL Q HORZ. 6-#4x29'-2"012" O.C. �n 2-#6x29'-2" ABOVE OPNG03" O.C. I 3-#4x13'-2" s LEFT LEG013 1/2" O.C. c N s IN 2-#5x13'-2" ABOVE OPNG03" O.C. In 5-#4x3'-O" LEFT LEG013 1/2" O.C. _ 5-#4x3'-8" CENTER LEG013 1 2" O.C. `D 11-#4x3'-8" RIGHT LEG013 1/2" O.C. 2-#5x13'-2" BELOW OPNG03" O.C. 3-#4x13'-2" LEFT LEG013 1/2" O.C. C 2-#5x13'-2" LEFT LEG03" O.C. � N 2-#5x3'-8" RIGHT LEG03" O.C. M 31, -1 5-#5x18'-10"08 3/8" O.C.(L1&L5) J REBAR CUT LIST STRAIGHT BARS 6 #5 x 13'-2" 12 #4 x 3'-0" 26 #5 x 18'-10" 11" 5 #4 x 3'-6" 2 #6 x 29'-2" 16 #4 x S-8" 10 #4 x 5-11" BENT BARS 5 #4 x 9'-11" 4 #4 x 11" x 4'-6" HAIRPIN 6 #4 x 13'-2" 6 #4 x 29'-2" #4 WALL TIES 2 #5 x 3'-8" 7 #4 x 3'-6" W/8" HOOK ONE END 12 #5 x 4'-0" 3" LEVEL 02 HORZ. 1-#4x32'-6" SLOPED II 18-#4x32'-6"013 5/8" O.C. w) I 2-#5x32'-6"03" O.C. in M. M. telltfI&l STRAIGHT BARS 38 #4 x 20'-11" 19 #4 x 32'-6" 2 #5 x 32'-6" M #4 WALL TIES 9 #4 x S-6" W/8" HOOK ONE END LEVEL 01 &( VERT. 10-#45-11" ABOVE OPNG014" O.C. r 1-#5x18'-10" F 4-#5x18'-10"013" O.C. 3" rr 204 10'-6" 3 0 _I LEVEL (4 DIAG. 2-#5x4 -0"03" O.C. TYP.(6 PLACES) LEVEL 0 HORZ. 7-#4x3'-0" LEFT LEG035" O.C. 3 REFER TO DETAIL 1 /131.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. Q° P21 CL FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 35-2 1 /8" N/A 7 1/4" 3/4" 34.3 K BL to TR 35-2 1 /8" 4,000 PSI 8.5 CY 381 SF 1 LEVEL Q VERT. 38-#4x20'-11"010 1/2" O.C1 32'-4" 3" REFER TO DETAIL 1/131.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. LEVEL (3) VERT. 8-#4x19'-3"07 3/8" O.C.- 1 0- 1-#4x19'-3" 3-#4x11'-0" ABOVE OPNG011" C. 8-#4x6'-8" ABOVE OPNG014 5/8" O.C. 1-14x18'-11" r 1-#4x19'-6" 3-#4x18'-11"013 1/2 O.C. I F 13-#4x19'-10"010 3/8" O.C. r 3" 3"- 2'-3" V-0'1'-10`1'-0 _ 4'-4" �'-0'._ 8'-6" �'-01. 10'-5 1/4" 3" LEVEL Q HORZ. 1-#4x32'-6" SLOPED r? 6-#4x32'-6"012" O.C. 0 \ 1 i s I� 2-#6x32'-6" ABOVE OPNG03" O.C. 3-#4x11'-4" LEFT LEGO13 1/2" O.C. C-4 O _ N ^� I 2-#5x11'-4" ABOVE OPNG03" O.C. rn 7-#4x2'-8" LEFT LEG013 1/2" O.C. 7-#4x5'-0" CENTER LEG013 1/2" O.C. o 11-#4x10'-10" RIGHT LEGO13 1/2" O.C. 2-#5x2'-8" LEFT LEG03" O.C. 2-#5x5'-0" CENTER LEG03" O.C. 2-#5x10'-10" RIGHT LEG03" O.C. STRAIGHT BARS 13 #4 x 19'-10" #4 WALL TIES 7 #4 x 2'-8" 7 #4 x 32'-6" 9 #4 x S-6" W/8" HOOK ONE END 7 #4 x 5-0" 2 #5 x 2'-8" 8 #4 x 6'-8" 8 #5 x 4'-0" BENT BARS 11 #4 x 10'-10" 2 #5 x 5'-0" 2 #4 x 18" x 3'-0" HAIRPIN 3 #4 x 11'-0" 2 #5 x 10'-10" 36" 3 #4 x 11'-4" 2 #5 x 11'-4" 18" C 4 #4 x 18'-11" 2 #6 x 32'-6" 14 #4 x 19'-3" 1 #4 x 19'-6" 1-#5x21'-3" 3-#4x13'-0" ABOVE OPNG011" O.C. 1-#5x21'-0" 3-#5x21'-0"012 5/8" O.C.1 2'-1 1/4" 3n 3n _ 3n �__ V70'1'-10`1'-0' LEVEL (D HORZ. 1-#4x32'-6" SLOPED n _ 8-#4x32'-6"012" O.C. i� i� M I 2-#6x32'-6" ABOVE OPNG03" O.C. 3-#4x10'-10" LEFT LEG013 1/2" O.C. N S _ C..i' _ ^L_ I 2-#5x10'-10" ABOVE OPNG03" O.C. II 7-#4x2'-6" LEFT LEG013 1/2" O.C. s 7-#4x4'-8" CENTER LEG013 1/2" O.C. 11-#4x11'-4" RIGHT LEG013 1/2" O.C. 2-#5x2'-6" LEFT LEG03" O.C. 2-#5x4'-8" CENTER LEG03" O.C. 2-#5x11'-4" RIGHT LEG03" O.C. REBAR CUT LIST VEL `4 DIAG. -#5x4 -0"03" O.C. P.(4 PLACES) LEVEL Q VERT. 7-#5x21'-3" 08" O.C. 1-#5x21'-3" 8-#4x8'-8" ABOVE OPNG014 5/8" O.C. r 1-#5x21'-7" r 11-#5x21'-11 "013 1 /8" O.C. 3n I n r n 4'-0"1'-0'_ 8'-6":_ _ 10'-11" 3 STRAIGHT BARS 2 #5 x 4'-8" #4 WALL TIES 7 #4 x 2'-6" 2 #5 x 10'-10" 9 #4 x S-6" W/8" HOOK ONE END 7 #4 x 4'-8" 2 #5 x 11'-4" 8 #4 x 8'-8" 4 #5 x 21'-0" BENT BARS 3 #4 x 10'-10" 9 #5 x 21'-3" 2 #4 x 18" x 3'-0" HAIRPIN 11 #4 x 11'-4" 1 #5 x 21'-7" 36" 3 #4 x 13'-0" 11 #5 x 21'-11" 18" C 9 #4 x 32'-6" 2 #6 x 32'-6" 2 #5 x 2'-6" 8 #5 x 4'-0" REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. PROVIDE (2)-#4 HAIRPINS 0 3"O.C. AROUND HEADED STUDS AT EMBED PLATE PL-3. (SEE DETAIL 3/S4.01.) LEVEL $4 DIAG. 2-#5x4 -0"03" O.C. TYP.(4 PLACES) REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Pr0isob SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 32148 Scup• Dralrk" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawn TlIft TILT -UP PANEL REINFORCING P21-P24 R•vb10M, 10/16/17 - ISSUED FOR PERMIT b•w Date Dram By cMak.a By wiurn coma nc 10/16/17 CO/JTS JTS SEAL000 �' NO. 25 �?J• S E OF :lV� pR1.06 how 1111110mmr, 20mIM218 ow"n x M x 3—#4x9'-4"®18" O.C.(EA.FACE) oI M N 1- 5x9'-4" ABOVE OPNG(EA.FACE) W/10" HOOK EACH END x N I 00 1- 5x9'-4" BELOW OPNG(EA.FACE) W/10" HOOK EACH END 1-#4x9'-4"(EA.FACE) 1- 5x9'-4" ABOVE OPNG(EA.FACE) W10" HOOK EACH END 10 I 0 1- 5x9'-4" BELOW OPNG(EA.FACE) W/10" HOOK EACH END 1-#4x9'-4" EA FACE x r r r n 1—#5x9'-4" EA.FACE '�' 1-3 5 —6 114 3" 1'-0" 1'-0" L 11 1/2" COLUMN 2—#6x26'-0"015" O.C.(EA.FACE) J L COLUMN 2—#6x26'-0" ®10" O.C.(BOTTOM FACE TIES 39—#308" O.C. COLUMN 2—#6x26'-0"®6 1/2" O.C.(TOP FACE 5—#4x4'-3" ABOVE OPNG@16 1/2" O.C.(EA.FACE) TIES 39—#308" O.C. 5—#4xl'-11" BETWEEN OPNG@16 V2" O.C.(EA.FACE) 5—#4xl'-2" BELOW OPNG016 1/2 O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS BENT BARS 10 #4 x 1'-2" 8 #5 x 9'-4" W/10" HOOK BOTH ENDS 10 #4 x l'-11" 39 #3 x SEE DETAIL 2/R1.07 10 #4 x 4'-3" 39 #3 x 1'-6" x 6 1/2" TIE 10 #4 x 9'-4" 2 #5 x 9'-4" #4 WALL TIES 8 #6 x 26'-0" 4 #4 x S-6" W/8" HOOK ONE END FACE STRUCTURAL REVEAL PANEL WYTHE WYTHE DEPTH WEIGHT N/A 1 9 1 /4" 1 3/4" 1 16.1 K 2-#4x9'-4"06" O.C.(EA.FACE) 1- 5x9'-4" ABOVE OPNG(EA.FACE) W/10" HOOK RIGHT END F 0 I ll-#4x7'-3" LEFT LEGO18" O.C.(EA.FACE) x 1- 5x7'-3" ABOVE OPNG(EA.FACE) W/10" HOOK EACH END x lV M 6-#4x1'-4„ LEFT LEG@18" O.C.(EA.FACE) 6-#4x1 -4 CENTER LEG018 O.C.(EA.FACE) 1-#5xl'-4" LEFT LEG(EA.FACE) 1-#5x1 -4 CENTER LEG(EA.FACE) =F 1'-1 5/8" J J 11 is 1'-0" 3-#5x26'-0"06 7/8" O.C.(EA.FACE)J 3-#4xl7'-11" ABOVE OPNG017" O.C.(EA.FACE)J REBAR CUT LIST STRAIGHT BARS BENT BARS 4 #4 x 1'-0" 2 #5 x 9'-4" W/10" HOOK ONE END 24 #4 x l'-4" 2 #5 x 7'-3" W/10" HOOK BOTH ENDS 22 #4 x 7'-3" 4 #4 x 9'-4" #4 WALL TIES 6 #4 x 17'-11" 4 #4 x S-6" W/8" HOOK ONE END 4 #5 x l'-4" 12 #5 x 26'-0" REFER TO DETAIL 2/R1.01 1. PROVIDE 1 3/4" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. Q° P25 )NC. DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME 1 AREA STEEL TROWEL FINISH - INSIDE (UP) FACE 4,000 PSI 4.0 CY 151 SF 3" -0" J - ` 1 '4" LL 2-#4xl'-O" ABOVE OPNG012" O.C.(EA.FACE) 3—#5x26'-0"06 3/4" O.C.(EA.FACE) REFER TO DETAIL 2/R1.01 1. PROVIDE 1 3/4" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. x 3—#4x9'-4"018" O.C.(EA.FACE) II M N 1- 5x9'-4" ABOVE OPNG(EA.FACE) W)0" HOOK EACH END x N I 00 1- 5x9'-4" BELOW OPNG(EA.FACE) x ' W 0" HOOK EACH END >~ 1 - #4x9'- 4"(EA. FACE) 1- 5x9'-4" ABOVE OPNG(EA.FACE) W10" HOOK EACH END 00 0 I CD 1- 5x9'-4" BELOW OPNG(EA.FACE) W 10" HOOK EACH END 1-44x9'-4" EA FACE 1—#5x9'-4"(EA.FACEJ n 5'-6" 11 1 /2" L1'-0" 1'-0" 3" COLUMN 2—#6x26'-0"010" O.C.(BOTTOM FA%J L COLUMN 2—#6x26'-0"015" O.C.(EA.FACE) COLUMN 2—#6x26'-0"06 1/2" O.C.(TOP FACE)) TIES 39—#308" O.C. TIES 39—#308" O.C. 5—#4x4'-3" ABOVE OPNG@16 1/2" O.C.(EA.FACE) 5—#4xl'-11" BETWEEN OPNG016 1/2" O.C.(EA.FACE) 5—#4xl'-2" BELOW OPNG@16 1/2" O.C.(EA.FACE) REBAR CUT LIST STRAIGHT BARS BENT BARS 10 #4 x l'-2" 8 #5 x 9'-4" W/10" HOOK BOTH ENDS 10 #4 x l'-11" 39 #3 x SEE DETAIL 2/R1.07 10 #4 x 4'-3" 39 #3 x 1'-6" x 6 1/2" TIE 10 #4 x 9'-4" 2 #5 x 9'-4" #4 WALL TIES 8 #6 x 26'-0" 4 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/131.01 1. PROVIDE 1 3/4" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. J Q° P26 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONIC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH I WEIGHT STRENGTH VOLUME 1 AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 28'-4 1/2" N/A 9 1/4" 3/4" 1 16.1 K BL to TR 28'-4 1/2" 4,000 PSI 4.0 CY 151 SF 2-#4x8'-6"®6" O.C.(EA.FACE) 1- 5x8'-6" ABOVE OPNG(EA.FACE) 1-#42 -6' LEFT EG(EA.FACE) 1-#4x2'-6" RIGHT LEG(EA.FACE) 1-#5x7'-3" BELOW OPNG(EA.FACE) 1 1 15-#4x7'-3" RIGHT LEG®18" O.C.(EA.I 1—#5x7'-3" RIGHT LEG(EA.FACE) REBAR CUT LIST x r7 3" [rY/4" 1-919Mttgoi 3-4x26 -0 3 /4 C. EA.FA E) 1-#4xl'-0 ABOVE OPNG(EA.FACE) 1- 4x22'-8"BELOW OPNG(EA.FACE BENT BARS 2 #5 x 8'-6" W/10" HOOK ONE END #4 WALL TIES 4 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2/R1.01 1. PROVIDE 1 3/4" CHAIRS AT BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 1'-9" x 1 1/2" W1'-6" 1 1 2" C-' CLR. CLR. STAGGER CLOSED TIE HOOKS AT `G ALTERNATING TIES. 1 - M U 3"1 1'-3" "�� (2)—#6 EACH FACE NOTE PLACE TYPICAL HORIZONTAL PANEL REINFORCING WITHIN THE VERTICAL REINFORCEMENT OF THE COLUMN CAGE. COLUMN TIE DET. - P25L & P26R R1.07JR1.07 3/4"=1'-0" 1'-7 3/4" �Ick� 1 1/2" ef 1'-0 7/8" 5 CLR. 9" = N N \ \ h 13" 3/4" M U " 10" (2)—#6 EACH FACE NOTE: PLACE TYPICAL HORIZONTAL PANEL REINFORCING WITHIN THE VERTICAL REINFORCEMENT OF THE COLUMN CAGE. 2� COLUMN TIE DET. - P25R & P26L R1.07JR1.07 3/4"=1'-0" MOKOD CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 PFOIG@b SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Scope Draw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL REINFORCING P25-P28 Rani 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. baw Dab M/IBM p�aR Dram B�► PoIJTB ox�wp Chaok�d By RB 10/16/17 CO/JTS JTS F I 0 prow llmmh NwIM218 ow"n 14-#5x13'-2"012" O.C. 3" 13'-0„ 3" M I J 14-#5xl3'-2"012" O.C. CI I� REBAR CUT LIST STRAIGHT BARS 28 #5 x 13'-2" REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. NOTE: PANEL THICKNESS AT PERIMETER IS 7 1 /4". SET CENTER OF PANEL J " I Oz P 29 AT 9 1 /4" THICK AND SLOPE FOUR WAYS TO EACH SIDE OF PANEL. < FACE STRUCTURAL IREVEALI PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 19'-1 1 /8" N/A SEE NOTE 3/4" 18.0 K BL to TR 19'-1 1 /8" 4,000 PSI 4.4 CY 182 SF LEVEL Q VERT. 3-#5x9'-10"06" O.C. 9-#5x9'-10"013" O.C. 9-#5x9'-10"013" O.C. W/10"HOOK BOTTOM W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. r3-#5x9'-10"06" O.C. 3" �, ^" F 11 1/2- ^" 11 1 /2" -1 ^" r 11 3/8" 11 1 /4" ^� 3„ II M LEVEL O2 HORZ. 9-#4x24'-4"012 1/2" O.C. 00 1-#4x24'-4" M I NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. 10-#5x9'-10"013" O.C. W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. 2-#5x8'-7"012" O.C.I , „ 1 -0 " n r7 M LEVEL HORZ. II 9-#4x27'-1"012 1/2" O.C. co 1-#4x25'-l" REBAR CUT LIST STRAIGHT BARS 1 #4 x 25-1" 9 #4 x 27'-1" 2 #5 x 8'-7" 9 #5 x 9'-10" BENT BARS 20 #5 x 9'-10" W/10"HOOK ONE END LEVEL O3 VERT. 3-#5x9'-10"06" O.C. 10-#5x9'-10"013" O.C. W/10"HOOK BOTTOM r3-#5x9'-10"06" O.C. 7 7 1/2' n 7 3 8 1., .r 3„ NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. Toz P30 FACE STRUCTURAL REVEAL PANEL I DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 29'-3" N/A 7 1 /4" 3/4" 22.9 K BL to TR 29'-3" 4,000 PSI 5.7 CY 254 SF LEVEL Q VERT. 3-#5x9'-10"06" O.C. 9-#5x9'-10"013" O.C. 9-#54'-10"013" O.C. W/10"HOOK BOTTOM W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. r3-#5x9'-10"06" O.C. 11 3/8 11 1 /4 11 1 /4 � n n 3" �J,-o� I r � $�-a" L'-0� I (� � Elf -El" 11 3/8 V I L-off 3„ II M LEVEL Q2 HORZ. II 9-#4x24'-3"012 1/2" O.C. 00 1-#4x24'-3" M I NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. 11-#50'-10"013" O.C. " W/10"HOOK BOTTOM 3-#5x9 -10 06 O.C.1 3" 6 7/8" LEVEL O2 HORZ. II 9-#4x27'-2"012 1/2" O.C. 00 1-#4x27'-2" REBAR CUT LIST STRAIGHT BARS BENT BARS 10 #4 x 27'-2" 22 #5 x 9'-10" W/10"HOOK ONE END 9 #5 x 9'-10" LEVEL ( VERT. 3-#5x9'-10"06" O.C. 11-#5x9'-10"013" O.C. W/10"HOOK BOTTOM F3-#5x9'-10"06" O.C. 6 3/4" _» 7" n 7"-].,»r 3" NOTE: PROVIDE 11 1/2 PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. LEVEL Q3 VERT. REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. 3-#5x9'-10"06" O.C. 9-#54'-10"013" O.C. 9-#5x9'-10"013" O.C. W/10"HOOK BOTTOM W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. F3-#5x9'-10"06" O.C. 3„ ^" F 11 3/8" ^" 11 1 /4" -1 , ^» r 11 1 /4" ^" 11 3/8" -I . ^� 3" A M LEVEL Q2 HORZ. II 9-#4x24'-3"012 1/2" O.C. olo 1-#4x24'-3" REBAR CUT LIST REBAR CUT LIST REBAR CUT LIST STRAIGHT BARS BENT BARS STRAIGHT BARS BENT BARS STRAIGHT BARS 10 #4 x 24'-4" 18 #5 x 9'-10" W/10"HOOK ONE END 10 #4 x 24'-3" 18 #5 x 9'-10" W/10"HOOK ONE END 10 #4 x 24'-3" 9 #5 x 9'-10" 9 #5 x 9'-10" 9 #5 x 9'-10" REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. M 204 I BENT BARS 18 #5 x 9'-10" W/10"HOOK ONE END NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 1.01 & 4 S2.01. REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. i!Kee CONCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO. FLORIDA 32765 TEL: 407. 542.12BO WEB: SSA- ENGINEERS. COM FL CA No. 27082 Propob SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Sop Drawbpi These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawft Tltlal TILT -UP PANEL REINFORCING P29-P34 ROVISIOM 10/16/17 - ISSUED FOR PERMIT bwa Data Dram By Chaokad By 10/16/17 CO/JTS JTS SEAL N T. S 10 NO. 25 0 .0 o �O • STATE OF ;w • 400 4000 "O'Z/ONALl" ,:``� R08 20mIM218 LEVEL Q VERT. 3-#5x9'-10"06" O.C. 9-#5x9'-10"013" O.C. 9-#5x9'-10"013" O.C. W/10"HOOK BOTTOM W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. F3-#5x9'-10"06" O.C. r 11 1/2" 11 1/2" �j r 11 1/4" 11 3/8" „ 3" �'-0'_ I ._ 8'-8" 11:-0..I . 8'-8" 1 1:-0" 3 s M LEVEL (2) HORZ. 9-#4x24'-4"012 1 /2" O.C. 00 1-#4x24'-4" NOTE: PROVIDE 11 1 /2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. REBAR CUT LIST STRAIGHT BARS BENT BARS 10 #4 x 24'-4" 18 #5 x 9'-10" W/10"HOOK ONE END 9 #5 x 9'-10" REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. J LU Z(jIP35 FACE STRUCTURAL IREVEAL PANEL DIAGONALS I CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 26-8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 1 7 1 /4" 3/4" 20.7 K I BL to TR 1 26'-8" 4,000 PSI 1 5.1 CY 230 SF (UP) FACE LEVEL g VERT. 10 J4x7'-10"09" O.C. W/8 HOOK BOTTOM 3-#4x7'-10"06" O.C. 3-#4x7'-10"06" O.C. � 8 1 /2" 8 1 /2" r 3„],,70��� 69-9" I L-0, , 3„ M L_ LEVEL ( HORZ. 7-#4x10'-4"012 3/4" O.C. 1-#4x10'-4" F M r NOTE: PROVIDE 11 1 /2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. LEVEL(3)VERT. 3-#5x9'-10"06" O.C. 11-#4x9'-10"013" O.C. W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. -0° 7 10'-10" 7 1, 0.r 6 3 4 a rM LEVEL ( HORZ. f 9-#4x27'-2"012 1 /2" O.C. 00 1-#4x27'-2" REBAR CUT LIST STRAIGHT BARS BENT BARS 10 #4 x 27'-2" 22 #5 x 9'-10" W/10"HOOK ONE END 9 #5 x 9'-10" 11-#4x9'-10"013" O.C. W/10"HOOK BOTTOM F3-#5x9'-10"06" O.C. 6 7/8" „ 10'-10" L-0'� 3 NOTE: PROVIDE 11 1 /2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. REFER TO DETAIL 1/131.01 PROVIDE 3 1 /4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. flz.bP36 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE I (UP) FACE TL to BR 29'-3 5/8" N/A 7 1 /4" 1 3/4" 23.0 K BL to TR 2973 5/8" 4,000 PSI 5.7 CY 255 SF LEVEL Q VERT. 14J47'-10"09" O.C. W/8 HOOK BOTTOM 3-#4x7'-10"06" O.C. 3-#4x7'-10"06" O.C. 3„1 r 6 1 /2" 6 1 /2" r 91_909 �1,^0� 3„ M L_ LEVEL 0 HORZ. 7-#4x13'-0"012 3/4" O.C. 1-#4x13'-0" M NOTE: PROVIDE 11 1 /2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. LEVEL Q VERT. 3-#5x9'-10"06" O.C. 10-#5x9'-10"013" O.C. W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. 3„ -Lf ^" r 7 3/8" ^" 7 1 /2" � F 7" M LEVEL 0 HORZ. x 9-#4x27'-1"012 1/2" O.C. o11 1-#4x25'-l" REBAR CUT LIST STRAIGHT BARS 1 #4 x 25'-1" 9 #4 x 27'-1" 2 #5 x 8'-7" 9 #5 x 9'-10" BENT BARS 20 #5 x 9'-10" W/10"HOOK ONE END LEVEL g VERT. 10-#50'-10"013" O.C. W/10"HOOK BOTTOM 3-#5x9'-10"06" O.C. I F 2-#5x8'-7"012" O.C. 7 1 f—Dn 9'-9" 1'.-0'.F :-01- 3 NOTE: PROVIDE 11 1 /2" PROJECTION OUT OF BOTTOM OF PANEL FOR #5 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. 10-f4x7'-10" 09" O.C. W/8 HOOK BOTTOM 3-#4x7'-10"06" O.C. 3-#4x7'-10"06" O.C. 8 1 /2" 8 1 /2" r „ 3 LEVEL 0 HORZ. 7-#4x10'-4"012 3/4" O.C. d i0 1-#4x10'-4" 3" '-0" 6'-9" •—.001111 '-0 --------------- r REBAR CUT LIST REBAR CUT LIST REBAR CUT LIST STRAIGHT BARS BENT BARS STRAIGHT BARS BENT BARS STRAIGHT BARS BENT BARS 6 #4 x 7'- 1010 #4 x 7'-10" W/8" HOOK ONE END 6 #4 x 7'- 1014 #4 x 7'-10" W/8 HOOK ONE END 6 #4 x 7'- 1010 #4 x 7'-10" W/8„ HOOK ONE END 8 #4 x 10'-4" 8 #4 x 13'-0" 8 #4 x 10'-4" REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. REFER TO DETAIL 1/131.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 VERTICAL HOOKED DOWELS. REFER TO DETAILS 3 R1.01 & 4 S2.01. REFER TO DETAIL 1/R1.01 PROVIDE 3 1 /4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. TKCO.aMCONSee GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3048 Scope Drawk" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DMwfNp Tllla TILT -UP PANEL REINFORCING P35-P40 Rovkloaeh 10/16/17 - ISSUED FOR PERMIT Ism Dale Dram By Checked By 10/10/17 CO/JTS JTS R09 Owners ODENOTES LOCATION OF HELICAL GROUND ANCHOR. ANGLE SHOWN IS BASED ON THE ASSUMED TOP OF GRADE ELEVATION RELATIVE TO FINISHED FLOOR. IF TOP OF GRADE VARIES FROM THAT INDICATED ON THE LIFTING AND BRACING DRAWINGS, "X" DIMENSION AND ANGLE SHOWN WILL NEED TO BE ADJUSTED TO ACCOMMODATE ACTUAL GRADE ELEVATION. 9 DENOTES LOCATION WHERE BRACE IS ATTACHED TO SLAB ON GRADE OR STRUCTURAL FOUNDATION WITH DAYTON-SUPERIOR T13 COIL ANCHOR 3/4" DIA. x 6" LONG OR SIMPSON TITEN HD -' `� `� `� `� `� `n `� HEAVY DUTY SCREW ANCHOR.. 0 0 0 0 LLJ I LLJ i L,U I LLJ I J J J J U II U II U II U II Z Z Z Z Q Ld Q LLJ Q LLJ Q LLJ C) 0 � r1 U U U U DO mlI ml� mlI- 4'-8" 6'-9" 14$-0" 13'-6" 13'-11" 6'-10" 04 G 00 I P36 P37 P01 P02 P03 PO4 0 I BRACE ANGLE = 54.3° r- N T/GRADE _ -0'-6" o 0 mm LLJ LIJ 00 Zz N 0- H F— N Q Q BRACE ANGLE = 54.3° °- T/GRADE = -0'-6" 0 I N BRACE ANGLE = 54.3° T/GRADE = -0'-6" I 0 I r7 N OL BRACE ANGLE = 54.3° T/GRADE = -0'-6" o -C14 I PLACE SLAB IN THE n EQUIPMENT COURTYARD BRACE ANGLE = 54.3° AFTER PANEL ERECTION T/GRADE = -0'-6" 0 M r7 cV n- BRACE ANGLE = 54.3° T/GRADE = -0'-6" I N BRACE ANGLE = 54.3° T/GRADE _ -0'-6" N o 0 N n DO °OC14 w w I n Z Z N CL J J _ _ U U � F— BRACE ANGLE = 54.3° T/GRADE _ —0'-6" 00 `O P31 P30 P21 P20 P19 P18 ao t4'-8" 6'-9" 14'-0" 13'-6" 13'-11" 6'-10" 1 Ln co u7 i.0 U-n co u7 II o II o II o II o I 1 TO BRACE AT LU I w W I PANEL P17 U II U II U II U II N N; Q LLJ Q LIJ Q L�J ¢ Ld u7 CD t C) Cfl I I w ¢ Lli ¢ LIJ Q UJ II o II o \\\\`x' 0 0 U II U II DO F— DO F-- DO F- DO I— Z Z Q Q Q Q Q AD Q Qf U C HELICAL GROUND ANCHOR LAYOUT PLAN — NORTH_ EL: 0'-0" (REF.) m I' Of DO SCALE: 1 /8"=1'-0" T/ FINISH FLOOR 1 1 EL: (-)1'-0" T/ WALL FOUNDATION NORTH 180° McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Prol"t, SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3048 SOW Draw ftai These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Draft >111% HELICAL GROUND ANCHOR LAYOUT PLAN NORTH RGVN OM 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. Nwe ~ wnem coi.m m Dab OF Drawn By CMokad By 10/16/17 CO/JTS JTSS SEAL • NO. 25 •;�Z: r_ • • Z O• • P Drawling NINIIbah LB1.01 20m17=1218 owm HELICAL GROUND ANCHOR LAYOUT PLAN —SOUTH SCALE pie•_„a, `F T/ FINISH FLOOR T/ WALL FOUNDATION NORTH 1800 u7co LOC.0 II 1 II N w I w J J II C.D II Z Z a ¢ o o acOfa a� m DO I — BRACE ANGLE = 59.7° T/GRADE = -2'-6" BRACE ANGLE = 59.7° T/GRADE = -2'-6" TES LOCATION OF HELICAL GROUND ANCHOR. ANGLE IN IS BASED ON THE ASSUMED TOP OF GRADE ELEVATION TIVE TO FINISHED FLOOR. IF TOP OF GRADE VARIES THAT INDICATED ON THE LIFTING AND BRACING ZINGS, "X" DIMENSION AND ANGLE SHOWN WILL NEED TO DJUSTED TO ACCOMMODATE ACTUAL GRADE ELEVATION. • DENOTES LOCATION WHERE BRACE IS ATTACHED TO SLAB ON GRADE OR STRUCTURAL FOUNDATION WITH DAYTON-SUPERIOR T13 COIL ANCHOR 3/4" DIA. x 6" LONG OR SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR. f1maKe!e]CONSTRUCTIONC GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM I I FL CA No. 27082 11 proI•cb SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3048 $cop• Drowmp, These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Dr•wliw n% HELICAL GROUND ANCHOR LAYOUT PLAN -SOUTH Reftom 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. aw• Date Dram By CINdI•d By SEAL 10/16/17 CO/JTS JTS �`��ON.•T'•'SL.y�l���i ���,•t�••� � C E N SF•.Cy��i� � NO. 2 '•'YZ - o0le, � E OF :��� LR02 hood wwam 20w17=1218 TILT -UP WALL PANEL LIFTING NOTES: TILT -UP WALL PANEL ERECTION BRACE NOTES: 1. THE WALL PANELS SHALL NOT BE LIFTED UNTIL THE CONCRETE HAS 1. + DENOTES DAYTON-SUPERIOR T6A BRACING INSERT LOCATIONS. ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AND A DAYTON-SUPERIOR T21 LOCATOR PLUG AND B14 COIL BOLT SHALL BE MINIMUM FLEXURAL STRENGTH OF 550 PSI AS DETERMINED BY BREAKING PROVIDED AT EACH BRACING INSERT. INSERT DEPTH SHALL EQUAL WALL STANDARD BEAMS IN ACCORDANCE WITH ASTM C78-64 CURED AT FIELD PANEL THICKNESS, UNLESS NOTED OTHERWISE. WHERE DAYTON-SUPERIOR CONDITIONS, UNLESS A HIGHER STRENGTH REQUIREMENT IS NOTED ON THE ACCUBRACE HELICAL GROUND ANCHORS ARE REQUIRED, A 3/4" x 6" LONG PANEL LAYOUT DRAWINGS. T13 COIL ANCHOR (TANG BOLT) MAY BE USED IN LIEU OF THE T6A BRACING INSERT. SEE BRACING DRAWINGS FOR INSERT TYPE AND 27 -1 5/8" 2. NO LIFTING INSERT SHALL BE PLACED CLOSER THAN 1'-3" TO ANY PANEL LOCATIONS. ACTUAL PANEL 0 EDGE, BLOCKOUT OR OPENING, UNLESS SPECIFICALLY SHOWN OTHERWISE. WIDTH ACTUAL PANEL 26'-3 1/4" 2. SEE BRACING DRAWINGS FOR BRACE TYPE AND LENGTH REQUIRED AT EACH 6'-6" 14'-1 5/8" 6'-6" WIDTH 3. DENOTES DAYTON T110 FACE LIFTING INSERT AND DENOTES PANEL. SEE PANELS FOR ATTACHMENT LOCATIONS AND NUMBER OF TILT -UP BRACE BRACES REQUIRED. USE ONE BRACE AT EVERY T6A OR T13 COIL ANCHOR INSERT LOCATIONS 6'-6" 13'-3 1/4" 6'-6" LOCATION. 2P_9" 7'_9" 6'-3 5/8" 71_9" 21-7" TILT -UP BRACE DAYTON T110E EDGE LIFTING INSERT LOCATIONS. INSERT DEPTH SHALL DS T110 SUPERIOR INSERT LOCATIONS EQUAL PANEL THICKNESS. SEE PANEL LAYOUT DRAWINGS FOR LOCATIONS. PANEL BRACE TYPE LENGTH NUMBER REQUIRED LIFT INSERT LOCATIONS 3'-6" 7'-0" 5'-3 1/4' 7'-0" 3'-6" DS T110 SUPERIOR P01-P12 DS T14 (B8) 22'-0" 2 LIFT INSERT LOCATIONS PANEL THICKNESS NUMBER OF LIFT INSERTS REQUIRED P13-P24 DS T14 (B7) 17'-0" 2 P01-P12 7 1/4- 8 (T110 - 7 1/4-) P25-P28 DS T14 (88) 22'-0" 2 P13-P24 7 1 /4" 4 (T110 - 7 1/4") P29 NONE P25-P28 9 1/4- 4 (T110 - 9 1/4') P30-P40 DS T14 (B1 A) 8'-0" 2 P29 8" 4 (T110 - 8") to% 11 II o 0 11 II P30-P37 7 1/4" 4 (T110E - P92P) 3. BRACES MUST BE INSTALLED AT 90±5 DEGREES TO THE PLANE OF THE "' P38-P40 7 1/4" 2 (T110E - P92P) WALL. TI1 NOTE: IN LIEU OF PROVIDING T110-8", T110-7 1/4" WITH 3/4" BASE 4. BRACES SHALL BE ATTACHED TO THE WALL PANELS PRIOR TO BEGINNING 1 EXTENSIONS MAY BE PROVIDED TO ACCOMMODATE THE 8" THICKNESS AT WALL PANEL ERECTION. PANEL SHALL BE PLUMB AND THE BRACE BOLTED CAP PANEL P29. TO THE FLOOR SLAB -ON -GRADE, HELICAL GROUND ANCHOR, OR CONCRETE FOUNDATION BEFORE RELEASING THE TILT -UP PANEL FROM THE CRANE. 0 4. THE MAXIMUM STATIC WORKING LOADS TO THE LIFTING INSERTS ARE: N �, _ = I - - 5. BRACES SHALL BE ATTACHED TO THE FLOOR SLAB USING N DAYTON-SUPERIOR SHEAR TENSION DAYTON-SUPERIOR 3/4" x 6" LONG T13 COIL ANCHOR (TANG BOLT) OR MB o \ 7 1/4" INSERT 10,800 LBS 15,500 LBS BRACE BOLTS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MINIMUM FLOOR SLAB THICKNESS AT BRACE BOLTS SHALL 8" INSERT 4,600 LBS 1,350 LBS `" N _ N 9 1/4" INSERT 4,350 LBS 5,800 LBS BE 5". - EDGE INSERT 6,300 LBS 3,150 LBS 6. WHERE REQUIRED, BRACES SHALL BE ATTACHED TO CONCRETE DEADMAN OR °O THESE ARE THE MINIMUM WORKING CAPACITIES REQUIRED. THE LIFTING WALL FOUNDATIONS USING DAYTON-SUPERIOR 3/4" x 6" LONG T13 COIL 11 II II II INSERTS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURERS ANCHOR (TANG BOLT) SIMPSON T1TEN HD SCREW ANCHORS. INSTALL IN SPECIFICATIONS. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 10 - IL - - - - - - -IL `D - _1L �L� 5. USE A 1-HIGH x 2-WIDE (RE2) RIGGING ON PANELS P38-P40 7. WHERE REQUIRED, BRACES SHALL BE ATTACHED TO THE OUTSIDE FACE OF co THE WALL PANELS AFTER ERECTION WITH DAYTON-SUPERIOR 3/4" x 6" -IF --IF-IF USE A 1-HIGH x 4-WIDE (R14A) RIGGING ON PANELS P13-P24 LONG T13 COIL ANCHOR (TANG BOLT) (ONE AT EACH BRACE). PANEL SHALL BE PLUMB AND THE BRACE BOLTED TO THE PANEL AND HELICAL USE A 1-HIGH x 4-WIDE (RE4A) RIGGING ON PANELS P30-P37 GROUND ANCHOR BEFORE RELEASING WALL PANEL FROM CRANE. INSTALL HELICAL GROUND ANCHORS IN ACCORDANCE WITH MANUFACTURERS z z SPECIFICATIONS. USE A 2-HIGH x 2-WIDE (R22) RIGGING ON PANELS P25-P29 0 0 cn � N C a 8. MAXIMUM APPLIED BRACE WIND LOAD IS AS FOLLOWS: W o J W o o USE A 2-HIGH x 4-WIDE (R24A) RIGGING ON PANELS P01-P12 ''' ¢ ¢ a z a a � J " BRACE TYPE APPLIED WIND LOAD z U o �- ¢ W 0 � 6. THE MINIMUM UPPER AND LOWER CABLE LENGTH USED SHALL BE 30 -0 ¢ m O cn a DS T14-81 A 2,650 LBS J C No z ¢ _ o z C/C OF THIMBLE FOR ALL CABLES. THE MINIMUM MIDDLE CABLE LENGTH DS T14-67 8,100 LBS � w w USED SHALL BE 30'-0" C/C OF THIMBLE FOR ALL CABLES. THE MINIMUM DS T14-B8 8,850 LBS U w J v' cn U_ U w J z v' U CABLE LENGTH IN ALL OTHER CASES SHALL BE 30 -0 C/C OF THIMBLE ¢ 2 r= Z D J D J FOR ALL CABLES. 9. INSTALL AND USE WALL PANEL ERECTION BRACES IN CONFORMANCE WITH ALL REQUIREMENTS OF THE MANUFACTURER, DAYTON-SUPERIOR. REFER TO FOR THE RE2 RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE DAYTON-SUPERIOR LITERATURE FOR GENERAL LIFTING INFORMATION AND Hw Q z O w Q CABLES IS 4,450 POUNDS. INSTALLATION INSTRUCTIONS. CONSULT DAYTON-SUPERIOR FOR SPECIFIC PO 1 ae V L < z P02 �j V[�� L REQUIREMENTS (977) 866-0711. ty FOR THE R14A RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT m p X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT m p X CABLES IS 7,750 POUNDS. 1 O. BRACING DESIGNS ARE BASED ON A CONSTRUCTION PERIOD WIND SPEED OF LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT 84 M.P.H. (0.8*105MPH), EXPOSURE C, ASCE 7-10 AND BRACING LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4 FOR THE RE4A RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE INFORMATION SUPPLIED BY DAYTON-SUPERIOR. OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. IFLEXURAL INITIAL LIFT QUANTITY OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. I FLEXURAL INITIAL LIFT QUANTITY CABLES IS 2,900 POUNDS. 7'-0" 7-0" 3'-11" 3'-11" 3-11" 3-11" 1 30'-0" N/A N/A 3,000 PSI 1 550 PSI 52.2 K 7.6 K 44.6 K 8 6'-2" 6-2" 3'-6" 3'-6" 3'-6" 3'-6" 30'-0" 1 N/A N/A 3,000 PSI 550 PSI 46.7 K 8.4 K 38.3 K 8 ' " FOR THE � RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE 11. PANEL BRACE ANCHORS SHALL BE POSITIONED A MINIMUM OF 1 -0 FROM BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 13'-7 3/4" RIGGING BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 13'-1 3/4" RIGGING ANY OPENING, LIFTING INSERT LOCATION, OR SLAB EDGE. DAYTON I REQUIRED I LENGTHU1 OFFSET ANGLE 'A' LOAD SUPPORT ELEVATION CGy: 12'-41/2" DETAIL DAYTON REQUIRED LENGTH'L' I OFFSET'X' ANGLE 'A' LOAD SUPPORT ELEVATION CGy: 11'-53/4" DETAIL CABLES IS 5,800 POUNDS. T14-MODEL B8 2 22'-0" 13'4' 52.7 7,000 LBS SLAB 0'-0" CLy: 14'-6" R24A T14-MODEL B8 2 22'-0" 13'-4" 52.7 5,850 LBS SLAB ff (Y' Cl 14'-O" R24A FOR THE R24A RIGGING, THE MAXIMUM STATIC WORKING LOAD TO THE 12. A MINIMUM OF 2 BRACES IS REQUIRED FOR ALL PANELS. CABLES IS 8,100 POUNDS. 13. CHECK TIGHTNESS OF BRACE BOLTS INTO TILT -UP PANEL ON A DAILY A MINIMUM FACTOR OF SAFETY OF 5 TO 1 SHALL BE USED IN DETERMINING BASIS. THE SIZE OF THE CABLES. POSITION THE BLOCKS ON THE LIFTING BEAM SUCH THAT THE DISTANCE BETWEEN THE BLOCKS VARIES NO MORE THAN 2 FEET FROM THE AVERAGE SPREAD BETWEEN LIFTING INSERTS IN THE PANEL. 7. WALL PANEL LIFTING ANALYSIS ASSUMES TRIM BARS AROUND ALL OPENINGS AND AT LEAST MINIMUM CODE STEEL IN ALL TILT -UP PANELS. ACTUAL PANEL 07 0 29'-11 1/4" 8. ALL CALCULATIONS ARE BASED ON CONCRETE WITH A UNIT WEIGHT OF 150 29'-11 1/4" WIDTH POUNDS PER CUBIC FOOT. ACTUAL PANEL J 71_0" 15-11 1/4" 7'-0" 9. THE LAYOUT AND ANALYSIS ASSUMES NO ADHESION TO THE FLOOR SLAB WIDTH TILT -UP BRACE01 11'-11 1/4 1 g'-p" 1 INSERT LOCATIONS 1 1 1 1 1 OR DYNAMIC LOADING DURING LIFTING. TILT -UP BRACE 9'-11 1/4" 7'-0" 2'-10 10. ADDITIONAL REINFORCING STEEL REQUIRED FOR LIFTING MUST BE PROVIDED INSERT LOCATIONS DS T110 SUPERIOR '-11 1 4"L. LIFT INSERT LOCATIONS AS NOTED ON THE LIFTING DRAWINGS. REINFORCING STEEL SHALL BE ASTM Ole 9 DS T110 SUPERIOR 3'-0" 7'-0" / 7 -0 3 -0 A615, GRADE 60. LIFT INSERT LOCATIONS 11.INSTALL AND USE LIFTING INSERTS AND RIGGING CONFIGURATION IN CONFORMANCE WITH ALL REQUIREMENTS OF THE MANUFACTURER, 11 DAYTON-SUPERIOR. REFER TO DAYTON-SUPERIOR LITERATURE FOR GENERAL BRACING INFORMATION AND INSTALLATION INSTRUCTIONS. CONSULT 0 0 11 1) DAYTON-SUPERIOR FOR SPECIFIC REQUIREMENTS (937) 866-0711. LO -LO ro 12. SCHUCHMANN STRUCTURAL ASSOCIATES, LLC SHALL BE NOTIFIED IF ANY _T - PANEL IS REDESIGNED OR CHANGED IN ANY WAY. o� I - - v N \ I = M N I 00 I RE2 11 V 1 z N z 1 O 1 O Z O Z F O V V O W z O F ¢ W Cl- W z V CL ¢ m J N d m U Of Q� C� W oZ _J W oZ �W'If ~F- ¢ 2 i= Z b J ¢ 2 r= D J A TA .. NwIM218 Q00 ow"n 1r!C0NSTRUCTn10N CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA NO. 27082 ProNob SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 wesT isT srneer, $ANFO82�FLORIDA Saps Drawlimp These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Draft T11% TILT -UP PANEL LIFTING AND BRACING P01-PO4 Reftom 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. mom laaw Data owF Dram By o�swM CMokad By 10/M/11 10/16/17 COIJfB CO/JTS PB JTS00000*0** SEAL - 'Z: NO. 25 ST OF LB101 ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR — LIFT INSERT LOCATIONS N O Z O V w ¢ ¢ a O Q �- m p OF- (n � J W O Z W N ~F- Q = r z In _ 27'-11 1 /4" J UJ ° P05 G Q� �Q VCL LL MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1 /4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT INITIAL LIFT LIFT INSERT LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET MAJOR LOWER MINOR UPPER MINOR T110-7 1/4" C, MP. FLEXURAL QUANTITY 7-9" 7-9" 4'-0" 4'-0" 4'-0" 4'-0" 30'-0" N/A N/A 3,000 PSI 550 PSI 54.0 K 7.5 K 46.5 K 8 BRACE TYPE TOTAL REQUIRED BRACE LENGTH 'L' 1 HORIZONTAL OFFSET 'X' BRACE ANGLE 'A' BRACE LOAD SUPPORT ELEVATIO - RIGGING DETAIL DAYTON T14-MODEL B8 CGy: 12'-4 1 /2" 2 1 22'-0" 13'4" 1 52.7 1 8,400 LBS I SLAB 1 0'-0" CLV: 14'-4 1 /2" R24A ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR 3'-0" LIFT INSERT LOCATIONS N s C 0 10 co I d 7'-6" 29'-11 1 /4" 11-1111 i k 8'-11 1 /4" 9'- 7'-6" 3'-0" ACTUAL PANEL WIDTH TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR — LIFT INSERT LOCATIONS N Z O Z UJ O U Z m U N W O LLJ O Q~ O Z FI W N ~ U W Q = J r= Z N l. L_ in = ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR LIFT INSERT LOCATIONS N c 0 0 'n ,.,) - • SN I � - N \ I 00 00 I cmn N Z O ¢ N Z O Q U U z -< a� z Qa �0 mop (nW mp (=na� Q� = CLF- C)Z _J =F- � Z c9 I w = U W 1 W JN � UL4) Q= JN i= Z (nL" L.3= Q= i= Z V)L~ M_ 6'-6" 3'-6" .. 7'-0" -IF 29'-11 1 /4" 26'-3 1 /4" 13'-3 1 /4" 5-3 1 /4" 6f-6" 7'-0" JL 7F 3'-6" MOND6 CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Proms SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3048 $cope Drawao These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dral" Tide TILT -UP PANEL LIFTING AND BRACING P05-P08 Ram 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. btw Data MlMlli Drawn A CO/R8 M RB By CMckad By 10/16/17 CO/JTS JTS SEAL NO. 2 O: SZ► �?J0 % S OF �i�tCs .••0 R 1 •.•�G � �S;ONAL��r;�•�`�• WIN Project Numben NwIM218 ACTUAL PANEL 26'-5 5/8" WIDTH TILT —UP BRACE 6'-6" 13'-5 5/8" INSERT LOCATIONS DS T110 SUPERIOR 3'-0" 7'-3" 5-8 5/8" LIFT INSERT LOCATIONS x N \_ IICO � I I 0 a I 0 i 04 = of co to -1 — — IL co 7F z IN 0 O Z CaJ w Z QQ a� Qf U O I— a m 0 (n W ~ J W O Q O Z � H W N ~ H Q= i=Z 0J 7'-3" 6/-6" ._ 3'-3" I— I J < P09 Q� L ° �Q MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1 /4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT m p X LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSEF LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1 / OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. IFLEXURAL INITIAL LIFT QUANTA 6'-6" 6'-6" 3'-8" 3'-8" 3'-8" 3'-8" 30'-0" N/A N/A 3,000 PSI 550 PSI 50.7 K 7.4 K 43.3 K 8 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 13'-1 3/8" RIGGIN( DAYTON REQUIRED 1 LENGTH'L' OFFSET'X' ANGLE'A' LOAD 1 SUPPORT ELEVATION CGy: 12'-41/2" 1 DETAIL T14-MODEL B8 2 22'-0" 13'-4'. 52.7 6,850 LBS SLAB 0'-0" CLv: 14'-6" R24A 27'-11 1 /4" ACTUAL PANEL WIDTH TILT —UP BRACE 5'-6" 16'-11 1 /4" INSERT LOCATIONS OS T110 SUPERIOR 2'-9" 6'-6" 9'-5 1 /4" LIFT INSERT LOCATIONS O � LO N \ I 00 co Z IN O Z O U mp (NW Q►- a� UJ oZ Q S P Z ca J ACTUAL PANEL WIDTH TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR 3'-9" LIFT INSERT LOCATIONS 0 N N \ I co CD CV z IN 0 cn O Z V W Z ar �o Q:i U O I— a m 0 V) Q ~ O ~ O Z CD H W (n ~H Q Z I— ? O J ACTUAL PANEL 01 WIDTH TILT -UP BRACE 8'-6" It 5-6" INSERT LOCATIONS DS T110 SUPERIOR 4'-5" 6'-6" 2'-9" _ LIFT INSERT LOCATIONS =O I ro CV I I 0 00 I I = N \ I 00 N cV T N IO O Z UJ U mp (_W UJ Q� �� oZ �w UW Q2 -�N Fz NW DJ 9'-0" 35-11 5/8" 18'-11 5/8" 9'-9 5/8" 35'-11 5/8" 18'-11 5/8" 9'-9 5/8" 8'-6" 9'-0" 4'-5" 8'-6" 3'-9" IL Omen Maybe CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 project, SKY POWER SPORTS SHOP & STORAGE BUILDING 8710 WEST 18T STREET, SANFO�t� FLORIDA Scope Drae>Is" These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. D sift Tlt i TILT -UP PANEL LIFTING AND BRACING P09-P12 Rerh>Ibla� 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. A M UI1Blli CONfB RB levee Date Dram By Checked By 10/16/17 CO/JTS JTS SEAL how *11110111111111111111oll 20mIM218 co SEAL how *11110111111111111111oll 20mIM218 co 0WM ACTUAL PANEL 26'-5 5/ 8" ACTUAL PANEL 01 26 —3 1/4" WIDTH WIDTH TILT —UP BRACE 5'-6" 15'-5 5/8" 5-6" TILT —UP BRACE It 5'-6" le 15'-3 1/4" le 5'-6" INSERT LOCATIONS f INSERT LOCATIONS DS T110 SUPERIOR 01 3'-0" 7'-6" L. 5-11 5/8" 7'-6" 2'-6" 2'-3" 7'-8" 5'-10 1/4 7'-8" 2'-10" LIFT INSERT LOCATIONS DS T110 SUPERIOR0. LIFT INSERT LOCATIONS r � " II II coLO II II II II II II N CG N CG 10 x N N Z Z O p (N Q N Z O V Z O V J U� w 0 W U W p Z X U F- Z Q Q a. a m0 NW M mp (V)� J d O (n J W Q CL C=) Z S2 F- N H W Q= F Z lm J Z U W J (n LL U W J N N L~i Pl 3 L P14 w L Q� fC<L � Q � MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT Co p X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1 /4') BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT 00 p X LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER I UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 114' OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR I COMP. I FLEXURAL INITIAL LIFT QUANTITY 6'-9" 6'-9" 3'-9" 3'-9" 3'-9" 3'-9" 30'-0" 1 N/A N/A 3,000 PSI 1 550 PSI 37.0 K 8.9 K 28.1 K 4 6'-9" 6'-9" 3'-10" 3'-10" 3'-10" 3'-10" 30'-0" N/A N/A 13,000 PSI 1 550 PSI 36.6 K 8.8 K 27.8 K 4 BRACE TYPE I TOTAL I BRACE 1HORIZONTALI BRACE I BRACE I BRACE SUPPORT CGx: 13'-5 7/8" RIGGING BRACE TYPE TOTAL BRACE 1HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 12'-10 1/4" RIGGING DAYTON REQUIRED LENGTH'L' OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION CGy: 10'-3" DETAIL DAYTON REQUIRED LENGTH'L' OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION1CLy: CGy: 10'-3" DETAIL T14-MODEL B7 2 17'-0" 10'-4" 52.6 4,950 LBS SLAB 0'-0" CLy: 13'-6" R14A T14-MODEL B7 2 17'-0" 10'-4" 52.6 4,900 LBS SLAB 0'-0" 13'-6" R14A 29'-11 1/4" 29'-11 1/4" ACTUAL PANEL ACTUAL PANEL WIDTH WIDTH TILT -UP BRACE TILT -UP BRACE 5'-6" 18'-11 1 /4" 5'-6" 7'-0" Ir 15'-11 1/4" 7'-0" INSERT LOCATIONS INSERT LOCATIONS 3'-0" 8'-8" 6'-7 1/4" 8'-8" 3'-0" 2'-6" 8'-8" 6'-8 3/4" 8'-8" S-4 1 /2" DS T110 SUPERIOR DS T110 SUPERIOR LIFT INSERT LOCATIONS LIFT INSERT LOCATIONS 1 R II II I � c co -+ -+ CG II II I = I to II' �2 ; 7F I NJ V) O Zp Z O V Z O V J Up W W OF LJ� Q a m 0 V) OfQ m 0 N� J W Q~ F- Z Q H H Z C9 WLLJ Q 2 Z D J Q S Z UJ 0Cie z P 15 Q V L 1 NOTE: BRACES ATTAC�TOHE�LICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL Q P 1 6 Q VCL L MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT m p X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM 0TES: T13 COIL ANCHOR 3/4"DIA. x 6" LONG AT OUTSIDE FACE OF PANEL m11-� p X LENGTH 20'-0" LENGTH 10--0" LENGTH 1 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'70" L EIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR I COMP. FLEXURAL INITIAL LIFT QUANTITY OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. IFLEXURAL INITIAL LIFT QUANTITY 7-8" 7-8" 4'-4" 4'-4" 4'-4" 4'4" 30'-0" N/A N/A 13,000 PSI 1 550 PSI 42.6 K 9.1 K 33.5 K 4 7-8" 7-8" 4'-4" 4'-4" 4'-4" 4'-4" 30'-0" N/A N/A 3,000 PSI 550 PSI 49.2 K 13.5 K 35.7 K 4 BRACE TYPE TOTAL I BRACE HORIZONTALI BRACE I BRACE I BRACE I SUPPORT CGx: 14'-11 5/8" RIGGING BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE�SUPMORTCGx: 14'-6 3/8" RIGGING DAYTON REQUIRED LENGTH'L' OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION CGy: 10'-7 1/2" DETAIL DAYTON REQUIRED LENGTH 'L' OFFSET'X' ANGLE'A' LOAD 1 S P CGy: 9'-9 1 /2" DETAIL T14-MODEL B7 2 17'-0" 10'-4" 52.6 5,600 LBS SLAB 0'-0" CLy: 13-6" R14A T14-MODEL B7 2 17'-0" 10'-4" 52.6 9 700 LBS AHGA (-)0'-6" Ly: 13'-6" R14A PAKeeTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO. FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 Prolsob SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3046 Scope Drawftm These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DraWq T11% TILT -UP PANEL LIFTING AND BRACING P13-P16 Revlelom 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. levee Dab or�nh Dram By t�Iecked By owwM1 fl/M/9 10/16/17 CO/RB CO/JTS .rt8 JTS SEAL O e N S'F••Cisi��i O . NO. 25 i'O � It i��. OF ;0�4: . 1 0 P WIN Project Non"n 20mIM218 ow"n ACTUAL PANEL 27'-11 1/4" 29'-11 1 /4" WIDTH ACTUAL PANEL WIDTH TILT —UP BRACE 71-0" 13'-11 1/4" 7 —p" 6'-0" 17'-11 1/4- 69 —0" INSERT LOCATIONS TILT —UP BRACE INSERT LOCATIONS 14 DS T110 SUPERIOR 3'-4" 8'-0" 6'-1 1/4" 81—p» 2'-6„ DS T110 SUPERIOR 21 -9" 8'-0" 6'-7 1/4- g —p 4 —7" LIFT INSERT LOCATIONS r" LIFT INSERT LOCATIONS 1 e 1 II II LO II II II �— II II II II II N 1 I = IF N \ Cn 4 __1L 7F 71F z N 0 0 J W O M UO Z U W Q Q El-d J W Q Q d OJ Z J a J o LU In m QJ EnW Q= � _ Z J 0- CD En H� ~M- �� Hw Q2 I=Z OJ C) W _J CnU_ Q 2 i= Z n J J J 1 NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL 1 UJ Q P 1 7 Q V L 1 NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL Q Oz P 18 U � V L 1 W Q MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: T13 COIL ANCHOR 3/4"DIA. x 6" LONG AT OUTSIDE FACE OF PANEL m p X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM OTES: T13 COIL ANCHOR 3/4"DIA. x 6" LONG AT OUTSIDE FACE OF PANEL o° p X LENGTH 20'-0" LENGTH 10'-0" LENGTH 1 10'-91 L EIGHT LIFT INSERT LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" L EIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR I LOWER I UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY 7 -1 7 -1 " 4'-0" 4'-0" 4'-0" 4'-0" 30'-0" N/A N/A 3,000 PSI 550 PSI 45.7 K 12.5 K 33.2 K 4 7'-4" 7 -4 4 -0" 4'-0' 4 -0' 4'-0' 30 -0 N/A N/A 3,000 PSI 550 PSI 45.8 K 10.6 K 35.2 K 4 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 14'-4 5/8" RIGGING BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 14'-3/4' RIGGING DAYTON REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOADAlS P L IO CGy: 9'-9 5/8" DETAIL DAYTON REQUIRED LENGTH 'U OFFSET 'X' ANGLE 'A' LOAD 1 S P L 10 CGy: 10'-4 1/4" DETAIL T14-MODEL B7 2 17'-0" 10'-4" 52.6 5,350 LBS HGA (-)0'-6" Ly: 13'-6" R14A T14-MODEL B7 2 17'-0" 10'-4" 52.6 5,600 LBS HGA (-)0'-6" Ly: 13'-6" R14A ACTUAL PANEL 23'-11 1/4" 29'-11 1/4" 0. VdDTH ACTUAL PANEL WIDTH TILT —UP BRACE 6'-0" 11'-11 1/4" 6'-0" 01 6'-6" 16'-11 1/4" 6'-6" INSERT LOCATIONS TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR -0" 6'-6" 6'-3 1/4" 6'-6" 2$-8" 8'-8" 2'-5" LIFT INSERT LOCATIONS DS T110 SUPERIOR- 10 LIFT INSERT LOCATIONS a x 00 II II II II � 00 LO LO II II LCG IL IL II II N - - N N I to 0 0 N Q r= W U I= W J U� W Q a LLI a m pJ N W Q m V N W LLJa o Q S LLJ = O Z J h- f- Z I a �- Q Q 2 Z D J LLJ C,) W J N N l~i QS i=Z DJ W i wQ W < z P 1 W� L°P20 V L cz MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT m p X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4!') BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT on p X LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT I LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT T110-7 1/4" OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY 6'-5" 6'-5" 3'-3" 3'-3" 3'-3" 3'-3" 30'-0" N/A N/A 3,000 PSI 550 PSI 37.7 K 9.9 K 27.8 K 4 7'-7" 7'-7" 4'-4" 44' 4'-4" 4'-4" 30'-0" N/A N/A 3,000 PSI 550 PSI 44.1 K 10.3 K 33.8 K 4 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 1 IV 1 /2" RIGGING BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 33.8 RIGGING DAYTON REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD SUPPORT ELEVATION CGy: 9'-11 1 /4" DETAIL DAYTON REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD SUPPORT ELEVATION CGy: 10'-4 3/8" DETAIL T14-MODEL B7 2 17'-0" 10'-4" 52.6 4,550 LB S SLAB 0'-0" CLy: 13'-6" R14A T14-MODEL B7 2 17'-0" 10'-4" 52.6 5,600 LBS SLAB 0'-0" CLy: 13'-6" R14A McKee CONSTRUCTION CO. GENERAL CONTRACTORS BCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Proms SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3048 Scope DrawkPI These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL LIFTING AND BRACING P17-P20 RarbbMi 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. baw Data usM Dram By �h Chack�d By 10/NM 10/16/17 CO/,RB CO/JTS Jf8 JTS SEAL O: NO. 2 s'Z: s'AO� OF LB105 Owner, ACTUAL PANEL WIDTH TILT —UP BRACE ol 6'-0" INSERT LOCATIONS DS T110 SUPERIOR 2'-3" LIFT INSERT LOCATIONS o= i i 0- LO \ N I s � � N z IN 0 F O W Z LLJ QQ C� a� m0 CL V)W ¢ ~ 2 C O Z U I W _J LLJ H W ¢_ r-=? N LL_ o= 29'-5 5/8" 15-11 5/8" 8'-0" 6'-5 5/8" JIB CG 7,-6" 8'-0" 4'-9" Q° � P21 w� U� �Q p V L X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT INITIAL LIFT LIFT INSERT LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET MAJOR LOWER MINOR UPPER MINOR T110-7 1/4" COMP. I FLEXURAL QUANTITY 7-3" 7-3" 4'-0" 4-0" 4'-0" 4-0" 30'-0" N/A N/A 3,000PSI1 550 PSI 34.3 K 7.2 K 27.1 K 4 BRACE TYPE TOTAL REQUIRED BRACE 1HORIZONTALI LENGTH'L' OFFSET'X' BRACE JANGLE'A-1 I BRACE LOAD BRACE SUPPORT SUPPORT ELEVATION CGx: 13'-5 7/8" RIGGING DETAIL DAYTON T14-MODEL B7 CGy: 11'-1 7/8' 2 IT-0" 10'-4" 52.6 5,050 LBS SLAB 0'-0" CLy: 14'-1 1 /2" R14A ACTUAL PANEL WIDTH TILT —UP BRACE 8'-0" INSERT LOCATIONS DS T110 SUPERIOR 3'-6" LIFT INSERT LOCATIONS s � LO M M ( � N s \ O ,M 9'-6" 32'-10" 16'-10" 7'-l" u u IL IF IF i u IF IF 8'-0" 9'-6" 3'-3" 32'-10 1/4" ACTUAL PANEL WIDTH 8'-0" 16'-10 1 /4" 8'-0" TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR 4'-0" 9'-6" 7'-4 3/4" —6 9'" 2'-5 1 0.If Ow LIFT INSERT LOCATIONS CN I II i .d- I � II s JL M — I s � \ O II _ _JL_ V) z 0 Z � U aLLJ9 Q WW (If� a mo V)Of J LLJ ¢ I-—=) -- O Z FC 7 I I L�J Of ~ F_ <n J LL_ ¢= i=? o:3 MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (7 1 /4') BRACE INSERT W/ T21 L LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LI LEFT HT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER OFFSET SET L88'- OR8'-6" 6" 4'-9" 4'-9" 4'-9" 4'-9" 30'-U' N/A N/A 3,000 PSI 1 5501 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE DAYTON REQUIRED LENGTH 'L' OFFSET 'X' ANGLE 'A' LOAD T14-MODEL B7 2 17'-0" 10'-4" 52.6 6,650 LB. ACTUAL PANEL 32'-10 1/4" WIDTH 8'-0" 16'-10 1 /4" 8'-0" TILT BRACE —UP INSERT LOCATIONS 4'-0" 8'-6" 9'-5" 8'-6" 2'-51 DS T110 SUPERIOR 10 LIFT INSERT LOCATIONS II II II x00 \ pp � M I II II II I io I � II 00 M II II M -JI---- ----_JLit I 10 - I `� I II 10 1 0M N Z : -CCI V)Q Z O V LLJ QQ V �O Z ¢¢ CL Z a¢. m0 �W m0 EnnW CD Uw LLJ� �N L �1 LLJ _JN ¢ 2 Z (nof O J ¢= P Z V) O J McKee CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA N0. 27082 SKY POWER SPORTS SHOP 8 STORAGE BUILDING 5710 WEST 1ST STREET, SANFOS�FLORIDA gap Drawbo These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drar61p TlIft TILT -UP PANEL LIFTING AND BRACING P21-P24 R•nbbMi 10/16/17 - ISSUED FOR PERMIT b•w Date ur•rl By ChckMd By 10/16/17 COJTS JTS41 SEAL �� •' N 02 6 •,9Z� 7 �O • STATE OF ���Drawling Dm*m WIN 20IIIIIIIM218 ___ ur•rl By ChckMd By 10/16/17 COJTS JTS41 SEAL �� •' N 02 6 •,9Z� 7 �O • STATE OF ���Drawling Dm*m WIN 20IIIIIIIM218 ___ SEAL �� •' N 02 6 •,9Z� 7 �O • STATE OF ���Drawling Dm*m WIN 20IIIIIIIM218 ___ ow"r, 10'-5 1 /2" 10'-5 1 /2" ACTUAL PANEL ACTUAL PANEL WIDTH 1'-0" 1'-2" WIDTH 1'_2" 19_0" 8'-3 1 /2" 8'-3 1 /2" TILT —UP BRACE TILT —UP BRACE INSERT LOCATIONS INSERT LOCATIONS 2'-3" 5'-2 1 /2" 3'-0" 3'-0" 5-2 1 /2" 2'-3" DS T110 SUPERIOR DS T110 SUPERIOR le LIFT INSERT LOCATIONS LIFT INSERT LOCATIONS N. 11 II N. CGCG 11 \_ N \ d I d Co to N N N I I o o N N I Vo=) o cn 0Q Do:: Q J WO O F �O W -� Q¢ aO W Z Q J 0- L J Z Q m UO N 1X_ m O (/7 W QM- OF- -Z Q� :f' O—Z U_ L W F- F- W ~ F- UW Q 2 J(n F Z NLL_ O:3 UW Q 2 -1N F Z Nli O J NOTE: BRACES ATTACH TO HELICAL GROUND ANCHORS AT OUTSIDE FACE OF PANEL J LU < OZ 2 W Q Q () WQ V L MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: T13 COIL ANCHOR 3/4"DIA. x 6" LONG AT OUTSIDE FACE OF PANEL m 0 X LENGTH 20'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT INITIAL LIFT LIFT INSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET MAJOR LOWER MINOR UPPER MINOR T110-9 1/ COMP. FLEXURAL QUANT11 2'-7" 2'-7" N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 550 PSI 16.1 K 3.1 K 13.0 K 4 BRACE TYPE TOTAL REQUIRED BRACE LENGTH'L' HORIZONTAL OFFSET'X' BRACE ANGLE 'A' BRACE LOAD BRACE SUPPORT SUPPORT ELEVATION CGx: 4'-10 1 /4" RIGGIN( DETAIL DAYTON T14-MODEL B8 CGy: 14'-83/4" 2 22'-0" 11'-1" 59.7 2,300 LBS HGA (-)2'-6" CLy: 18'-3 1/2" R22 ACTUAL PANEL -, WIDTH TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR—� LIFT INSERT LOCATIONS _ N 0 _ I 00 9'-8" 1'-9 1 /4" —0" 3'-10" 4'-9 1/4" 2'-0 3/4" NOTE: BRACES ATTACH TO HELICAL GROUND ANCHORS AT OUTSIDE FACE OF PANEL ACTUAL PANEL 8'-10" -- WIDTH 1'-2 3/4" TILT —UP BRACE F'_p" S-7 1/4" '_p" , INSERT LOCATIONS DS T110 SUPERIOR , LIFT INSERT LOCATIONS I co T I <D N N _ O 6 s N j N I Z OQ z Oa W 0Z -1 UQ O C d Q Q U d � t_ Q m U0 J N of m 0 N W < UJ J Q~ = O �- O (n Z Q~ O F- O— Z I = I W UJ F=- Q 2 r= Z O J Q S � Z O J NOTE: BRACES ATTACH TO HELICAL GROUND ANCHORS AT OUTSIDE FACE OF PANEL NOTE: BRACES ATTACH TO HELICAL GROUND ANCHORS AT OUTSIDE FACE OF PANEL iOKOD CONSTRUCTION CO. GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TES: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 Project, SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANF0RD FLORIDA 3046 $cop• Drawbo These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawft Tift TILT -UP PANEL LIFTING AND BRACING P25-P28 R•rlaI10" 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. baw Date MIMIR h CO/RB A JIB Dram By CMdc•d By 10/16/17 CO/JTS JTS SEAL !Q; NO. 02 ZZ� • E OF ;��� LB2v07 how *Jmwn NwIM218 ACTUAL PANEL WIDTH DS T110 SUPERIOR — LIFT INSERT LOCATIONS I i2 INz O O Q w O W z =� Q Nw a J O (n UC9 ~ UJ (nU_ Q= of 13'-6" NOTE: USE STRAIGHT CABLES BETWEEN LIFT INSERTS AND RIGGING BLOCK TO PREVENT ROTATION OF PANEL DURING ERECTION. 0- Oz Q P2 I Q W 'no V L X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: NONE LENGTH 20'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT INITIAL LIFT LIFT INSERT LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET MAJOR LOWER MINOR UPPER MINOR T110-8" COMP.I FLEXURAL QUANTITY 4'-3" 4'-3" N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 1 550 PSI 18.2 K 0 K 18.2 K 4 BRACE TYPE TOTAL REQUIRED BRACE LENGTH U I I HORIZONTAL OFFSET'X' BRACE ANGLE'A' BRACE LOAD BRACE SUPPORT SUPPORT ELEVATION I CGx: 6'-9" RIGGING DETAIL NONE CGy: 6'-9" N/A N/A N/A I N/A N/A N/A N/A CLv: 6'-9" 1 R22-FLAT ACTUAL PANEL WIDTH TILT -UP BRACE 61-9" INSERT LOCATIONS DS T110 SUPERIOR 2'-9" LIFT INSERT LOCATIONS e 0 I 8'-0" 27'-5 5/8" 13'-11 5/8" 6'-9" 5-11 5/8" 8'-0" 2'-9" N �a NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' z 0 Z O U w aQ Wo CL m N CL 0 W J� dJ O(W UW JN (nL Q = F-= Z O J NOTE: FOR EDGE LIFT INSERTS (T1 I OE), PROVIDE (4) P92P 8T FL149 ERECTION J ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. Q U ae P3 V L NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL I a. W U MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: T13 COIL ANCHOR 3/4"DIA. x 6" LONG AT OUTSIDE FACE OF PANEL coo X LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSET STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT LEFT RIGHT LEFT RIGHT LEFT RIGHT MAJOR LOWER UPPER T11 OE-P9: OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR INITIAL LIFT COMP. FLEXURAL QUANTII T-O" T-O" 4'-0" 4'-0" 4'-0" 4'-0" 30'-0" N/A N/A 3,000 PSI 550 PSI 23.0 K 10.5 K 12.5 K 4 BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 13'-8 3/4" RIGGIN( REQUIRED LENGTH U OFFSET 'X' ANGLE 'A' LOAD SUPPORT ELEVATION1CLy: DETAIL DAYTON CGy: 5'-6 3/4" T14-MODEL B1A 2 8'-0" 4'-8" 54.3 2,650 LBS HGA (-)0'-6"' 10'-2 1/2" RE4A N ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR — LIFT INSERT LOCATIONS 27'-4 7/8" IN z 0 Z O U Z Q ¢ d O mo U)W Qom- �F- oz �-W ~� U U J J (n (n li Q = i=Z n J NOTE: FOR EDGE LIFT INSERTS (TI 1 OE), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL ACTUAL PANEL WIDTH TILT -UP BRACE 01 6'-0" INSERT LOCATIONS DS T110 SUPERIOR 2'-6" LIFT INSERT LOCATIONS e 0 I 71-0" 24'-7 5/8" 12'-7 5/8" 5-7 5/8" CG 7f-0" z 0 Z O U w ¢¢ Co z W U M a Q M 0 (n a' J � a_ O (n. ~ H N Q = F ? o NOTE: FOR EDGE LIFT INSERTS (T11 OE), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL 6'-0" N rn, NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5-0" LONG #4 BENT TO A 30' ANGLE. 30' N 1 o, NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' 24'-7 1 /4" 24'-7 1/4- ACTUAL PANEL ACTUAL PANEL WIDTH WIDTH TILT —UP BRACE TILT —UP BRACEle 6'-0" 12'-7 1 /4" 6'-0" 6'-0" 12'-7 1 /4" 6'-0" INSERT LOCATIONS INSERT LOCATIONS 2'-611 7'-0" 5-7 1 /4" 7'-0" 2'-6" 2'-6" 7'-0" 5-7 1 /4" 7'-0" 2'-6" DS T110 SUPERIOR DS T110 SUPERIOR LIFT INSERT LOCATIONS LIFT INSERT LOCATIONS N N 1 �i C)i NOTE: AT EACH EDGE LIFT A i NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5-0" LONGC14INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30, N #4 BENT TO A 30' ANGLE. 3 N N 0' � � CN G CG N N N N - I O N O O N O IN z 0 N F Z O U Qw aa a =mon0::o � � � O M I W ," N U W J N �+- Q= F z o f NOTE: FOR EDGE LIFT INSERTS (T11 OE), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL ICD z Z O U w as �o Z C's U O H Q mO En of UJ CD (n Q � I W F= J (n H Q = r-= Z in J NOTE: FOR EDGE LIFT INSERTS (T11 OE), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL RoNee CONSTRUCTION CO. GENERAL CONTRACTORS BCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO. FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 Prohcb SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 046 Scope Drawk4p These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawft n" TILT -UP PANEL LIFTING AND BRACING P29-P34 Rovkknai 10/16/17 - ISSUED FOR PERMIT baw Data 10/HM Dram By N COIRB Checked By F .ITB 10/16/17 CO/JTS JTS SEAL NO. •'•�'3Z.0 ST OF LB2.08 20wIM218 Owen 24'-7 5/8" ACTUAL PANEL WIDTH TILT —UP BRACE 61-0" 12'-7 5/8" INSERT LOCATIONS DS T110 SUPERIOR 2'-6" 7'-0" 5-7 5/8" LIFT INSERT LOCATIONS 2? I CG 6'-0" 7'-0" .2'-6" N �s NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' ACTUAL PANEL WIDTH TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR — LIFT INSERT LOCATIONS I I N Z �_ Q N Z COI:: Q U w w O � U W O W J W V� V W OO M0 a W(r m00 LnW < - �►- �Z QF �F �z C=.D I w H I w H Q 2 P= Z D J Q 2 F-- Z O J NOTE: FOR EDGE LIFT INSERTS (T11 OE), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL __J Q Oz a P35 :2 U W W Q co p V L X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: T13 COIL ANCHOR 3/4"DIA. x 6" LONG AT OUTSIDE FACE OF PANEL LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT INITIAL LIFT LIFT INSERT LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET MAJOR LOWER MINOR UPPER MINOR T110E-P92P COMP.I FLEXURAL QUANTITY 6'-4" 64" 3'-6" 3'-6" 3'-6" 3'-6" 30'-0" N/A I N/A 3,000 PSI 1 550 PSI 20.7 K 9.4 K 11.3 K 4 BRACE TYPE TOTAL REQUIRED BRACE LENGTH 'L' HORIZONTAL OFFSET 'X' BRACE ANGLE 'A' BRACE LOAD BRACE SUPPORT SUPPORT ELEVATION CGx: 12'-3 7/8" RIGGING DETAIL DAYTON T14-MODEL B1A CGy: 5'-6 5/8" 2 8'-0" 4'-8" 54.3 2,350 LBS HGA (-)0'-6" CLv: 10'-2 1/2" RE4A ACTUAL PANEL WIDTH TILT —UP BRACE 6'-9" INSERT LOCATIONS DS T110 SUPERIOR 2'-8" LIFT INSERT LOCATIONS J 11 _F__A_ _I r r N \ N O N I O 00 I z IN � 0 (n W r= Z O U UJ ¢Q �o z mop a (nw Li J O H O Zn Q 2 P= Z 0 J 8'-0" 27'-4 7/8" 13'-10 7/8" 5-11 7/8" 6'—g" 8'-0" _ 2'-9" N \ rn, NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' NOTE: FOR EDGE LIFT INSERTS (T11OE), PROVIDE (4) P92P 8T FL149 ERECTION __J ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. Q Oz P 3 7 NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL CL MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: T13 COIL ANCHOR 3/4"DIA. x b" LONG AT OUTSIDE FACE OF PANEL :E U � W Q m 0 V L X LENGTH 20'-0" LENGTH 10'-0" LENGTH 10'-0" MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT INITIAL LIFT LIFT INSERT LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET LEFT OFFSET RIGHT OFFSET MAJOR LOWER MINOR UPPER MINOR T1 I 5E-P92F COMP. FLEXURAL QUANTITY 7'-0" T-O" 4'-0" 4'-0" 4'-0" 4'-0" 30'-0" N/A N/A 3,000 PSI 550 PSI 22.9 K 10.4 K 12.5 K 4 BRACE TYPE I TOTAL REQUIRED I BRACE 1HORIZONTALI LENGTH 'L' I OFFSET'X' BRACE ANGLE 'A' I BRACE I LOAD I BRACE SUPPORT SUPPORT ELEVATION CGx: 13'-7 7/8" RIGGING DETAIL DAYTON T14-MODEL BIA CGy: 5-6 7/8" 2 8'-0" 1 4'-8" 54.3 1 2,650 LBS I HGA 1 (-)0'-6"' CLy: 10'-2 1/2" RE4A ACTUAL PANEL — WIDTH TILT —UP BRACE 3'—g" INSERT LOCATIONS DS T110 SUPERIOR LIFT INSERT LOCATIONS � N � \ N I N I 00 � i 00 co z IN 0 Z O U z <¢ Q Q CL m p (n Of � CS)ocwn � z J N H Q 2 i=? M J 13'-4" 5-10" 8'-0" 3'—g" . 2'—g" NOTE: FOR EDGE LIFT INSERTS (T1 IOE), PROVIDE (2) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO DEADMAN AT OUTSIDE FACE OF PANEL N \ �s NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5-0" LONG #4 BENT TO A 30' ANGLE. 30' 27'-5 5/8" NOTE: FOR EDGE LIFT INSERTS (T110E), PROVIDE (4) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO HELICAL GROUND ANCHOR AT OUTSIDE FACE OF PANEL UJ 0 ACTUAL PANEL WIDTH TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR — LIFT INSERT LOCATIONS z IN 0 w Z 2 U �o aQ mp c=i) er QI— J W 10'-8" NOTE: FOR EDGE LIFT INSERTS (T1 10E), PROVIDE (2) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO DEADMAN AT OUTSIDE FACE OF PANEL ACTUAL PANEL WIDTH TILT —UP BRACE INSERT LOCATIONS DS T110 SUPERIOR LIFT INSERT LOCATIONS z IN 0 W Z LU U � U W Z W V a H m O cn W Q� �F- O? �w ~H Q S N P Z D J NOTE: FOR EDGE LIFT INSERTS (T11 OE), PROVIDE (2) P92P 8T FL149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. NOTE: BRACES ATTACH TO DEADMAN AT OUTSIDE FACE OF PANEL N NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' N \ rnY NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' N \ NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30' ANGLE. 30' WKee UtDf) coNST GENERAL CONTRACTORS SCHUCHMANN STRUCTURAL ASSOCIATES 7560 RED BUG LAKE ROAD STE. 2020 OVIEDO, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA- ENGINEERS. COM FL CA No. 27082 PrO*b SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 3048 Scope Drams These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. TILT -UP PANEL LIFTING AND BRACING P35-P40 RovWUM 10/16/17 - ISSUED FOR PERMIT luw Dale Dram By CMdced By 10/16/17 CO/JTS JTS SEAL J��ON••T"S CyG���i O � NO. • :Z= % ST E OF ��� i��tpS .•�0 R 1 �.• � � WIN NOM VEHICLE EXHAUST DUCTWORI IS. TO BE ROUND SHEET METAL VAT SEALED JOINTS AND SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. DRO071 t. Tul CONDENSATE DRAIN FU C SIZE OF UNIT CONNECTC, 0ONNEC! TO 1" HEADER. MODEL C ME -1 0 FAN 1.5 H P. 600 OFM 5" Si P. WITH SUSPENSION PLATFORM & INLET FLEX CONNECTION WO EXHAUST DUCT suc UP THRU ROOF TO W GOOSENECK. DROP aw EF5 ER G R E �E rdI D0 TYPICAL 1-105, DROP. 4"Ox 20'TYPE NUX FLEX HpsE DRCIP WITH RS-4 ADAPTER, HAND DAMPER, TUBE SLING, SPRING BALANCER & FLANGE SET (6 LOCATIONSt AVAILABLE OPTIONS - MODEL RYA DUAL EXTENSION ASSY, - SERIES NCS ADJU87ABLE, NON- CoNTACT FLOOR STAND ASSY. va REVIEW OPTIONS WITH TH1 OWNER wo AREA "21E,. INTERCONNECT RTIA SUPPLY FAN WITS E4 SUCH THAT WHEN THE R7LIS SUPPLY FAN STARTS EF4 STARTS AND WHEN RTUB SUPPLY RTU FAN STOPS EF4 STOPS. INTERCONNECT RTU19, SUPPLY FAN WTH EF5 SUCH THAT WHEN THE CONDENSATE DRAIN F4 RTW SUPPLY FAN STARTS EF4 1 SIZE OF UNIT CONNECTION. STARTS AND WHEN RTUS SUPPLY r CONNECT To f HEADER. FAN STOPS EF5 STOPS. FOR CODE REQUIRED VENTILATION OF THIS CD1 SPACE IT IS NECESSARY TO OPERATE THE H �90 Cf RTU FANS CONTINUOUSLY. SET THERMOSTAT li 8 0 NEI To "FAN ON" AND CONTROL THE ROOM TEMPERATURE BY ALLOWING THE RTU COMPRESSORS TO $TAM ON AND OFF AS F. REWIRED BY THE THERMOSTAT SET POINTS,3. jd CD1 R A P ET �O C-FM 8 0 NECK AG1 L-CONCENTRIC SUPPLY AND RETURN DIFFUSER ND FAN FROM STRUCTURE. TO ELECTRICAL GS FOR FAN ATION. io 1CP M 11] 6 0 NEi* w UNDERCUT' ALL -RESTROOM DOORS. CONCENTRIC SUPPLY AND RETURN DIFFUSER C992 .... ........ . CD1 mi rCol NECK W_ CFM o 8 0 NPCK'�,T 8 0 NECK 1242 1412 PARTIAL HVAC PLAN Ell C j;O CFM 8 0 NECK c ARGlood ft..ft 9 �ft 7 qA ro FULL LOUVERED DOORS (TYP). ACC0 ONG 1WO EXHAUST DUCT UP THRU ROOF TO GOOSENECK rlm�ll RN CONCENTRIC§1JPoLY AND RETURN! DIFF�USER CSR1 CONDENSATE DRAIN FVLL-` SIZE OF UNIT CONNECTION. CONNECT To im HEADER. cr. fL CONCENTRIC SUPPLY AND RETURN DIFFUSER CSR1 —CONDENSATE DRAIN FULL Si 'NNE OECT F UNIT CONNECTION, To 1* HEADER: INDIOCT WASTE TO GUTTER SYSTEM. GUTTERS ARE PIPED TO THE STORM PIPING SYSTEM. If ti CONCENTRIC SUPPLY AND RETURN DIFFUSER CSR1 0. AHUh>T RTU T CD1 CD1 CFM 190 CFM1i 0 NEC .2 0 NECK ad v INDIRECT WASTE TO GUTTER SYSTEK R01 GUTTERS ARE PIPED TO THE STORM RG1 PING SYSTEM. CONDENSATE DRAIN FULL SIZE 6-0 OUTSIDE �AIR OF UNIT CbNNECTION. DROP IN &IOCT UP THRU WALL AND'DISCHARGE TO GRASS ROOF TO GOOSE CU-1 OR PLANTER. NECK. PAD MOUNTED: t=q EimmAwENomeswa, I Wobdor Avftw OHN10o, FbrW& 32004 VUrH0Nrv44M 2"-M FM (40712"-740 9-MAIU C*yt%" 2W 08%W4N 0964MM WC r-UPFCA, ea i0oomm as im #. im-m " %nor. MCKEE CONSTRUCTION Co. SKYP,0ROTS PWER S SHOBUILD NG TORAGE 37 14 NPEOSRIT 3JI4 ORI aE�' __*p Of 40 opclual I k nmm"aww'mond 7w 00* do *mli. or damo 66 log %to on ww of po" or dim�YR omk*m "I for oWN hrn* d km ft nm&nm madion r and mq"06,;F*work I - A MECHAN]C/-\ P AR' TI A L L OR PLAN, I=$ odi ihw�_ By, By 1 nQ/;16/i JLE JILE Ell, cwo By \wliflf v \>1 N 207 I N, Z 7 A �TITfi r IERMANN P.E. PLA. REG. #30761 pill I M101 Pm*t Num* 17002 TO ROOF GUTTER (PIPED TO STORM), ROOFTOP AIR CONDITIONING UNIT Flu CURB MTH SOUND BATTS INSULATION. SMOOTH TRANSITION SUPPLY DUCT 1 �. ROOF TOP UNIT (RTUq)UwF--••---�AA�- NA►T�'R I�NVELRI OR WELDMCKET TO FRAME tAND BOLT THRU $RACKET) :, 4 Ile LAO BOLT ON 24" CENTERS AU AROUND ----- CANT STRIP UV RE PPRAOOV DDESSHIMS AND REQUROOF DECK AND INSULATION OUTSIDE AIR INTAKE REFER TO ROOFTOP UNIT SHEET. INSTALLATION DETAIL THIS ---r- SMOOTH TRANS 11ON AS REQUIRED ROOF DECK AND INSt1,LA11ON REFER TO DUCT SUPPORT INSTALLATION DETAIL. THIS SHEET. RETURN DUCT TURNING VANES WOOD 'NAILER FACTORY SECURED TO CURB. METAL, INSULATED ROOF CURB BY A/C UNIT MFR, ' SIMPSON CS18 x REQD w/ 2 EA #10 TEKS ETA END STRUCTURAL FRAME ALL ,AROUND ANGLE FRAME OR AS INDICATED. COORDINATE ADDITIONAL STRUCTURAL STEEL, REQUIREMENTS NTH GENERAL CONTRACTOR. NO SCALE' ALL CONTRACTORS SHAD; THARO�tJGHLY FAMIUARIZE THEMSELVES WITH THE EXISTING CONDITIONS OF 1'HE PROJECT PRIOR TQ COMMENCING WOW ON THEIR BIDS. 1. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE INTENT OF THE DESIGN. CONTRACTOR IS REQUIRED TO HELD WERIFY THE EXISTING CONDI11ONS AND SHALL. CONSULT 97H THE WHITECT/ENGINErb OR HIS REPRESENTATIVE CONCERNING LLD CMD11IONSS THAT P ECLUDE THE COI'ISfRt1CRON OF ME PLANS. MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE: MADE ONLY AFTER THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN HIS APPROVAL. 2. ALL WORK'SHALL OPLY WITH THE FLORIDA 2014 (51H EDIVON) MECHANICAL CODE. 3. AL NEW I�CTAINGU,At� SUPPLY, RETURN AND RELIEF ANR DUCTWORK MALL BE 'FOIL FACED AN -MICROBIAL FIBERGLASS aIIQTBOAI. ALtK FABRICATI4N1, SO CONSTRUCTED TO TRANSMIT FFD G STRUdt*E. SIZES INDICATED ARE DIAORAMMATIC, ROVIE DUCTWORK AT RIGHT ANGLE TO BUILDING WALLS WITH SMOOTH TRANSITIONS. 3b. ALL. EXHAUST AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANI SHEET METAL, FABRICATED AND INSTALLED IN ACCORDMCE WITH SMiACNA STAND o& 3c. ALIT DUCTWORK JOINTS AND DUCT WRAP JOINTS SHALL BE SEALED USING FTBEOGLASS DISH AND DUCT MASTIC, (DUCT TAPE NOT ALLOWED), 3d. FIBERGLASS DUCT SHALL BE MINIMUM 1-1/2' THHICK VAT14 R=6.0 MINIMUM, nRGLASS DUCT MATERIALS AND INSTALLATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE .REQREMENTS. 4. FLEXIBLE Dt1C1WORK SHALL BE METAL HELP( WITH SMOOTH PkYMER LINER, �EECHANICALLY LO1*ED WITH, OUT ADHESIVES. INSULATION SHAALL BE FIBERGLASS WIMUM R-HI.0) AND SHALL HAVE A FIRE RETARDANT REINFORCED ALUMINUM TER JACKET, ALL MA101ALS SHALL IHAVE A DEVELOPED SMOKE RATING OF LESS THAN 50 AND' A FLAME SPREAD RATING OF LESS THAN, 25. THE SYSTEM WH LL MEET OR EXCEED U.L. 181 FOR CLASS 1 AIR DUCT. ALL DUCT SYSTEMS SHALL BE iABWATED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE. S.M,A.C.N.A. DUCT GONSTRIJC'TION STANDARDS. HANOES OF DIREC1ION ,SMALL MAINTAIN A RADIUS OF ONE TACT DIAMETER MIINIAUM) ;:ALONG TITHE CENTER LINE OF THE DUCT. 5. PROVIDE ALL ELECTRICAL WORK, REOUI7ED TO PLACE THE NEW MECHANICAL SYSTEM IN OPERATION. ALL WORK SHALL BE IN ACCORDANCE WTH tit NATIONAL ELECTRICAL CODE AND LWL CODE RFOt.11REMENTS. ELECTRUM. REOL11REMENTS INCLUDE MECHANICALLY REBATED CONTROL WIRING. 6. PROVIDE TURNING VAAS IN ALL CHANGES OF DIRECTION yT DEGREES AND LARGER, PROVIDE DUCT SPLITTERS IN ALL BRANCH DUCT CONNECTIONS. SIZE LITTERS IN PROPORTION TO THE DESIGN AIR: FLAW RATES TO ACHIEVE EQUAL VELOCITY IN E11CH LEGOF THE tPUTTER, 7. DO NOT ROUTE DUCI"K THRU ELECTRICAL EQUIPMI`N'T SPACES. "RE DUCTS PASS OVER ELECTRICAL. EQUIPMENT, PROVIDE A DRIP PAN AND DRAIN UNE TO FLOOR OR GUIDE IN A CQN;PHCUOUS LWATOK 8. AIR DISTRIBUTION TO BE PROVIDED .AND. INSTALLED BY THE CONTRACTOR. AIR INLETS AND OUTLETS: PROVIIDE DIFFUSERS, GRILLES AND REGISTERS AS INDICATED SIZED TO PROVIDE NQJSELESS OP1`01 >Cri AND PAINTED WITH THE MANUFACTURER'S STANDARD ENAMEL WINT, COLOR AS INDICATED OR AS SELECTED BY ARCH11tCT. BORDERS, FLANGES AND HARDWARE SHALL K PROVIDED TO SUIT THE TYPE OF CEILING FOR THE SPECii TIHALNG5SAsERS FOR ANDNTING N HARD CESUCH PGED LASTER, DRYWALL AND � LIKE. 9. INSULATE OUTSIDE ,AIR DUCTWORK WITH MINIuIUM 2e TIAICK 1..5 LB DENSITY, FIBERGLASS DUCT WRAP MULA71O N HAVING AN INSTAVALUE OF 6.0 AND PROVIDED WITH FACTORY LAMINATED, REINFt D FAIL/KRAFT VAPOR RETARDER FACING, INSULATE BACKS OF ALL GRILLES AID REGISTERS. 10. CONDENSATE DRAIN LINES LL TYPE L COPPER TUBING, ASTM B& HARD 11EMPER �' BE SOLDERED JOINTS OR SCHEDULE 40 PVC PIPING WITH SOLVENT WELD JOINTS. PROVIDE A CONDENSATE 10AP AT 'THE AIR MANDLJNO UNIT. THE TRAP SLAM. BE CONSTRUCTED INN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS, PROVIDE CAPPED TEES ON TtiE ENT INS AND LEAVING SIDE OF THE TRAP FOR CLEANOUT. MECHANICALLY SULATE CONDENSATE DRAIN PIPE W11H 1/r FOAM RUM: 11. DISPOSE OF NEW AIR CONDITIONING SYSTEMS CONDENSATE IS INDICATED. FIELD. ROUTE DRAIN LINES IN A MANNER AS REQUIRED BY LOCAL CODE REQUREMENTS ANQ IN A MANNER MEETING THE APPROVAL OF THE MINORITY HAVING JURISDICTION. 12. ALL. HVAC SYSTMS MALL ,SE BALANCED TO THE AIR QUANTITIES SHOWN. A0AINST THE ACVAL STATIC PRES$URE REWREMSNTS ,OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROI�IIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OU!iI:ET AND INLET. A CERTIFIED TEST.,AND BALANCE REPORT IS REQUIRED FOR REWW OF INC GOERS REPRESENTATIVE, 11 INSTALLATION OF HVAC EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND CLEARANCE` REQUIREMENTS. INSULATE REFRIGERANT. SUCTION PIPING WMTH 1 2" THICK FOAM RUBBER PIPE INSULATION. WEATHER COA1 INSULATION INSTALLED O 14. REFRIGERANT LINES; SHALL BE SEAMLESS COPPER TUBE, ASTM B 200 TYPE ACR, HARD DRAWN STRAIGHT LENGTHS AND SOFT ANNEALED COILS. TUBING SHALL. BE FACTORY CLEANED, READY FOR INSTALLATION, AND SHALL HAVE TUBNG .ENDS CAPD'ED PRIOR TO SHIPPING TO PROTECT THE CLEANLINESS OF THE ILLS G. FITTINGS SHALL BE WROUGHT COPPER ANSI B16.2= STREAMLINED PATTERN. BRAZING FILLER METAL SHALL BE AWS AS.% CLOSInCAMON BA9.1 (SILVER). RUN SOFT COPPER PIPE UNDER GROUND 1HRU PVC CHASE, 15. INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE AIR CONDITIONING UNIT MANUFACTURER'S RECOMMENDED PRACTICE AND ASHRAE STANDARD.15 'VE SAFETY CODE FOR MECHANICAL "GERA11W PIPE SIZES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER S SIZING FOR THE SPECIFIC CON01110NS. INSTALL PIPING AS SHORT ,AND DUCT AS POSSIBLE USING AS MINIMUM . NUMBER AND LINE CHARGING. 18. DUCT MOU NTED SMOKE DETECTORS SO WALL, BE PROVIDED BY QT#" TO THE MECHANICAL CONTRACTOR "FOR INSTALLATION. WIRING SHALL BE BY OTHERS. I zI -yt L ti g q = F a. 6 � R I g 31 a '1e1 l g ;CONCENTRIC SUPPLY AND RE'PUO DIFFUSER 1 CSR1 CONDENSATE DRAIN ;FULL SIZE OF UNIT CONNECTION. CONECT TO 1" HEADER. I � I + w I j §v 9 1 R is Y 9 3 4 n M102 0 IwOFICEI(TRI6 SUPPLY 1 C 1 RETURN DIFFUSER DENSATE DRAIN IFULL SI ,E OF UNIT CONNECTION. C c NECT TO 1" HWER, 1 T WASTE TO GUTTER SYSTEM. $ ARE PIKED TO THE STORM SYSTEM. PARTIAL HVAC PLAN RTU2 I " ur�rlrr� Vllllal i MCKEE CONSTRUCTION Co. is %*A omm *A, $A M mu .14 1 AaIQ ls? 0*0 ov m ftject SKY POWER SPORTS 11 SHOP STORAGE11 BUILDING 37��2�46.O�IDAET' Saope Drowin Thm .� the ipw�of the pm )ln *ro of 6111bobavt a the diman*v of pft b the a>b>Nal el ndnb #0 hype Of �m ofid T1Nr t do Oat floomafy or daNaiM ail work �� 1M �ragllrrOf on 00 b" of the WOW Irdvo Pd or tIM1 trode MECHANICAL PARTIAL FLOOR PLAN New Dnnm B 0/16/17j JLE JLE CerEitie�d B N t , iV PE OF ` B Loklk s►N P.E. 701 M102 Pm*t Nuffow. 17002 EXHAUST RAN SCHEDULE UNIT NUMBER EF1 EF2 EF3 MFGR, PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR MODEL ZEPHYR Z6H ZEPHYR Z6H ZEPHYR Z6H CEILING MOUNTED CEILING MOUNTED CEILING MOUNTEb CABINET FAN CABINET FAN CABINET FAN DRIVE DIRECT DIRECT DIRECT SERVICE WOMENS TOILET MENS TOILET SHOP TOILET INTERLOCKS WALL MOUNTED WALL MOUNTED WALL MOUNTED SPEED CONTROLLER SPEED CONTROLLER SPEED CONTROLLER SWITCH SWITCH SWITCH EF4 EF5 PENN VENTILATOR PENN VENTILATOR ZEPHYR DOMEX ZEPHYR DOMEX ROOF MOUNTED ROOF MOUNTED CENTRIFUGFAL EXHAUSTER CENTRIFUGF'AL EXHAUSTER DIRECT DIRECT SERVICE AREA VENT SERVICE AREA VENT RTUB SUPPLY FAN RTU9 SUPPLY FAN PERFORMANCE DATA AIR FLOW (CFM) 100 100 100 1840 1840 EXTERNAL AIR STATIC PRESSURE INCHES/H20 0,375" 0.375. 0.375" 0.375" 0.375" ELECTRICAL DATA HORSEPOWER 108 WATTS 108 WATTS 108 'WATTS 1/2 HP 1/2 HP VOLTAGE PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 NOTES: 1 1 1 2 2 NOES; 1. PROVIDE COMPLETE WITH BACKDRAFT DAMPER, CEILING GRILLE, 2. PROVIDE COMPLETE WITH OACKDRAFT DAMPER, ROOF CURB FOR METAL ROOF, AND 'SPEED CONTROLLER FOR BALANCING. AND SPEED CONTROLLER FOR BALANCING. 1/2" ALLTRHEAD ROD WITH TURNBUCKLE (FOR LEVELING) DOUBLE NUT THRU UNISTRUT CHANNELS AND BEAM CLAMP TO STRUCTURE. PROVIDE ADDITIONAL STEEL AT ROOF AS REQUIRED FOR SUITABLE SUPPORT, (TYPICAL 4 PLACES). RETURN DUCT MANUAL BALANCING DAMPER WIRE OUTSIDE AIR DAMPER TO OPEN WHEN AHU FAN MOTOR STARTS AND TO CLOSE WHEN FAN MOTOR IS OFF. -OUTSIDE AIR DUCT - MOTORIZED OUTSIDE AIR DAMPER, --NO INAL 3" H. 3" AXLIHDIARYRANA FI L SWITCH TTOHE OA UNIT IN LEAK. TRPSAND CLEAN OUT.UNIDN UNISTRUT CHANNEL SUPPLY DUCT SUPPORT. 2 RECID. ROUTE REFRIGERANT LINES THRU CEIUNG/RAFTER SPACE TO CONDENSERS. AH R AR EMT N-S A N DETAIL NO 'SCALE NOTE: VERIFY EXACT LOCATION OF AHU'S WITH ARCHITECT AND OWNER. 11 BIR,DSCREEh ROOF DECK OSENEQK DETAIL NO SCALE LIT SYMM AIR C NCrMONING UNIT SCHEDULE SYSTEMS COMPLY WITH FLORIDA 2014 (57H EDITION) MECHANICAL CODE, TAG AC-1 AREA SERVED SALES OFFICES NOMINAL TONS 2.0 MINIMUM EER / IEER 13.0 SEER FAN SECTION AHU-1 CAPACITY (CFM) 800 OUTSIDE AIR 30 ELECTRICAL DATA, V/PH/HZ 206/1/60 MIN. CKT. AMPS (INCL. HEATER) 17.5 MAX. OVERLOAD PROT. (INCL. HEATER) 20 HEATING SECTION INTEGRAL WITH AHU HEATER TYPE ELECTRIC RESISTANCE CAPACITY 2,3 kw CONTROL STAGES 1 DISCONNECT SINGLE POINT ELECTRICAL DATA V/PH/HZ 208/1/60 FRONT ACCESS FILTER THICKNESS (IN,) 1" 309: PLEATED CONDENSING UNIT CU-1 NUMBER OF COMPRESSORS 1 O.A. AMBIENT DESIGN TEMP 95° ELECTPICAL DATA V/PH/HZ 208/1/60 MIN. BR. CKT: AAPACITY 14.1 MAX. OR. CKT, AMPS 20 BASIS OF DESIGN AIR HANDLING UNIT MFGR. CARRIER MODEL FX4DNB025 CONDENSING UNIT VERTICAL MFGR. CARRIER MODEL 24ACC424 NOTES: 1. REFRIGERANT LINES SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS FOR THE DEVELOPED LENGTH OF RUN. 2. PROVIDE CARRIER HEAT COOL CAN/OFF/AUTO PROGRAMMABLE THERMOSTAT. 3, PROVIDE FRONT OF UNIT FILTER ACCESS FOR ALL AHU'S, 4. FIELD ROUTE ALL REFRIGERANT LINES iFOR AHU'S TO REMOTE CONDENSING UNITS (CU). REFRIGERANT PIPING. ROUTE TO AHU. SIZE PER MANUFACTURERS REQUIREMENTS. CONDENSING UNIT ---- ANCHOR BOLT UNIT TO PAD AT ALL POINTS PROVIDED BY MANUFACTURERS BOLT" PATTERN, MINIWM 4 POINTS.) ANCHOR BOLT MINIMUM 3/9' NN REDHEAD ANCHOR BOLTS,, pay, '\\\'N\ V//" CQND EW1NG 0_rT t7E'T'AIL. NO 'SCALE (1) EXTEND PAD A MINIMUM OF 4" BEYOND UNIT ALL. AROUND, ACTORY CURES DOTING BY OTHERS .,11CT )PORT FROM STRUCTURE -,*-SUPPORT rR'OM STRUCTURE ALL THREAD HANGER ROD 1 1/2" STEEL STRAP (3/8" MIN.) -�-- SHEET METAL SCREW "GRIPPLE HANG FAST" LOAD RATED CABLE SUSPENSION SYSTEM DUCT SUPPORT IS ALSO ACCEPTABLE. A-ROUND1DUCT SUPP NO SCALE ORT FROM STRUCTURE 0 2 VAR E. METAL CHANNEL "GRIPPLF HANG FAST LOAD RATED CABLE SUSPENSION SYSTEM DUCT SUPPORT IS ALSO ACCEPTABLE. TYPICAL RECTAN-MLAR _=T SU!PP_M --o--- SUPPORT FROM STRUCTURE -.6 --SUPPORT FROM STRUCTURE -4* THICK CONCRETE PAD ROOF TOP PACKAGE AIR CONIFER SCHEDULE SYSTEMS COMPLY WITH FLORIDA 2014 (5th EDITION) MECHANICAL COPE. TAG RTU-1, 2, 3, 4, 5 RTU-6 RTU-7 RTU-8 wd 9' AREA SERVED SHOWROOM ACCOUNTING SERVICE OFFICES SERVICE DEPT. AREA SERVED NOMINAL TONS 10.0 3.0 3.0 12.5 EER (A.R,I.),(MINIMUM)/IPLV 11.6/12.8 13.0 SEER 13.0 SEER 11.0/11.6 FAN SECTION CAPACITY (CFM) 4000 1200 1200 5000 60 1840 OUTSIDE AIR (CFM) 430 100 HORSEPOWER 0 EXTERNAL S.P. (IN W.C.) 2O/D.60 5.D/0.60 NUMBER OF COMPRESSORS 2 1 1 2 ELECTRIC HEATING SECTION HEATER KW 12.0 6.5 6.5 12.0 FILTER SECTION TYPE HIGH EFFICIENCY HIGH EFFICIENCY HIGH EFFICIENCY HIGH EFFICIENCY THICKNESS (IN.) 2" 2" 2" 2" ELECTRICAL CHARACTERISTICS UNIT SINGLE POINT POWER 208/3/60 208/3/60 208/3/60 208/3/60 CONNECTION INCLUDES HEATER. UNIT MCA. 55.0 31a0 31.0 64,0 UNIT MOCP. 60 35 35 80 BASIS OF DESIGN MFGR. CART (OR EQUAL) CARF0 (OR EQUAL) PACKAGED WRIER (OR EQUAL) PACKAGED CARRIER (OR EQUAL.) PACKAGED MODEL PACKAGED ROOFTOP ROOFTOP ROOFTOP ROOFTOP 507CD 12 50TCA 04 50TCA 04 'SOTCE 14 WITH HUMIDIMIZER OPTION DISCHARGE CONFIGURATION DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW ESTIMATED UNIT WEIGHT (INCLUDING CURB) 1000 LBS 600 LBS 600 LBS 12DO LBS NOTES (1) PROVIDE MATCHING (MINIMUM 14" HIGH) ROOF CURB. (2) COORDINATE UNIT LOCATION AND ROOF PENETRATION WITH ROOF FRAMING. COORDINATE ADDITIONAL STRUCTURAL STEEL SUPPORT REQUIREMENTS FOR THIS UNIT WITH THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR HAS AGREED TO PROVIDE STRUCTURAL IENGINEERING AND PROVIDE AND INSTALL ALL ADDITIONAL STEEL REQUIRED TO SUPPORT THIS UNIT, (3) PROVIDE TRANE PROGRAMMABLE HEAT/COOL ON/OFF/AUTO THERMOSTAT AND LACKING COVER, (4) PROVIDE LISTEDOR AIR VOLUME. IDAM ER TO OPEN/ OSE WITH RTU FAN ON/OFF OPERATION.NTAKE AND MOTORIZED ADJUSTABLE DAMPER. SET DAMPER F (5) MINIMIZE ROOF OPENINGS WITHIN CURB. CUT OPENINGS ONLY LARGE ENOUGH TO ALLOW DUCTWORK TO PASS THRU TO CEILING 'SPACE. PACK INTERIOR OF CURS AREA WITH .SOUND BATTS INSULATION. (6) OUTDZOOR4AIR VEN11LAIIONNRATE. SET ECONOMIZER/BAROMETRICDE COMPLETE WITH ICRELIEF CDAMPERRTONOPEN2WHEN$OR. SET CO2 LEVELS2SENSOR TO EXCE D PPMTAOL ND CYCLE CLOSED WHEN THE CO2 SENSOR IS SATISFIED. PROVIDE RTU WITH STAGED SUPPLY AIR VOLUME. (7) RTU6,+7 NOTE: PROVIDE COMPLETE WITH ECONOMIZER/BAROMETRIC DAMPER. PROVIDE RTU WITH STAGED SUPPLY AIR VOLUME, REFER TO DRAWING M101 FOR SERVICE AREA VENTILATION NOTE REGARDING INTERLOCKING THE RTU SUPPLY FANS WITH THE EXHAUST FANS. OUTSIDE AIR CALCUI AWN BASIS OF DESIGN FLORIDA MECHANICAL CODE 2014 TABLE 403.3 OUTSIDE AIR REQUIRED VOLUMES RTU-1 THRU RTU-5 SHOWROOM RETAIL SPACE: 17161 SF x ,12 CFM - 2060 CFM 10 PEOK x 7.5 CFM/PERSON M 75 5FM TOTAL - 2135 CFM BALANCE RTU-1 THRU 5 TO 430 CFM EACH. AHU-1 OFFICE SPACES 300 SF x .06 CFM - 18 CFM 2 PEOP� x 5 CFM/PERS N - 10 GM TOTAL - 28 CFM BALANCE AHU-6 TO 30 CFM. RTU-6 OFFICE SPACE: 940 SF x .06 CFM = 57 CFM 6 PEOPLES x 5 CFM(PE, _,�RSCN - 30 GEM TOTAL - 87 CFM BALANCE RTU-6 TO 100 CFM. RTU-7 OFFICE SPACE: 560 SF x .06 CFM = 34 CFM 5 PEOPLE x 5 CFM/PERSON - 25 CFM TOTAL - 59 CFM BALANCE RTU--7'TO 60 CFM, RTU-B AND 9 SERVICE REPAIR GARAGE SPAN: 4,900 SF x .75 CFM EXHAUST - 3,675 BALANCE RTU-8 AND 9 TO 1,840 CFM f ACH. NOTE: PEOPLE COUNTS PROVIDED BY THE OWNER, REMC1VABLr K° PVC DRAIN FULL SIZE C UNIT CONNE TRAP WEIR 2" \\- DRAIN TRAP SLOPE TO ROOF GUTTER. OONDEWAM DRAIN DETAIL NO SCALE AIR DISTRIBLMON SCHEDULE PLAN DESCRIPTION MATERIAL FINISH MANUFACTURER MARK d: MODEL No. HIGH CAPACITY ADJUSTABLE 2424 LOUVERED FACE 717US CD1 SUPPLY AIR DIFFUSER WITH BORDER SUITABLE FOR T-BAP ALUMINUM WHITE CEILING INSTALLATON. NECK SIZE ON PLANS. TDCAI R(I1 EGGCRATE RETURN GRILLE SIZE 24x24 SUITABLE FOR T-BAR ALUMINUM WHITE TITUS CEILING INSTALLATION. 50 F CONCENTRIC SUPPLY AND RETURN OPEN CEILING DIFFUSER ALUMINUM ALUMINUM RUSKIN CSR1 SYSTEM, CDS-22 CONCENTRIC SUPPLY AND RETURN OPEN CEILING DIFFUSER ALUMINUM) ALUMINUM RUSKIN CSR2 SYSTEM. CDS-50 KQIL 1, PROVIDE EXTERIOR INSULATED SHEET METAL SQUARE TO ROUND ADAPTER AS REQUIRED, 2, PROVIDE DUCT PLENUMS FOR DUCT ATTACHMENT AND PAINT INTERIOR OF DUCT PLENUM FLAT BLACK WHERE DUCT MATERIAL IS VISIBLE THRU GRILLE, 3. WHERE DIFFUSER OR GRILLE IS TO BE INSTALLED IN A HARD CEILING OR DUCT PROVIDE MOUNTING FRAME OR A FLANGE ON THE DIFFUSER FOR SURFACE MOUNTING, COORDINATE WITH ARCHITECTURAL REMCTED CEILING PLAN. BOOT TAP ;FITTING OR MIN 1 1/2' WIDE SPIN -IN FITTING STEEL STRAP W/AIR SCOOP AND HANGER (TYP.) VOLUME DAMPER RIGID DUCT ---I 7-BAR FRAME --- MINIMUM LENGTH OF 5'► MAXIMUM LENGTH OF 25', PROVIDE ROUND RIGID SHEETMETAL DUCT AS REQUIRED IN HORIZONTAL RUN -OUTS, INSULATE WITH 1-1/2' MANVILLE MICROLITE, INSULATION CEILING cam«: MCKEE CONSTRUCTION CO. I""' tEL: 4tI7.30�.Ot;yl► m g01w 4Oe00 xv W_ Pro jest: SKY POWER SPORTS SHOP & STORAGE BUILDING 37100T 1ST STREET, SA34ORIDA2fi Scope Drawings: TM tr drdwfkdc* tlwt or�t.�r cos t, tttie dirrnnellou of bo t`g, me major wthltrdww eMrrr * and the type of *zturol, modlanl ,d and rdd � lire d uwmwp do not mcweair in cffi or describe fill work re!ut* for %I rwe and of On the bale% of the gW"ml ox" indo*d or detC111ho the rode more sN1 fin d hone emuson ��npletito an ciN wowk Drawing Titles MECHANICAL SCHEDULES RoMsions: Issue Date Drown By Checked By 1 O/16/1 7 JLE ALE Certified Y. 1111 \� pr'AA OF � v <IoRt K Drawing Numbr: mi 03 Project Numlw. 1,7002 NO SCALE am= Wnw. Vehicle Exhaust Removal System a, The operating components of the vehicle exhaust removal systems including hose assemblies, suspension systems, and exhaust tan shall be the standard products of oa United States extiaust system manufacturer and be provided by a single source a ' s a complete package to ensure the integrity of the system. Basis of design is Czar -Mon Products, Inc... Elgin, Illinois. 1. OMB-10 Hazardous Fume Exhouqt Fan, a. Hazardous fume exhaust far) shall be licensed to bear the AMCA seal -for certified performanoe in ciccordahce, with AIVICA Standard 210. The fan shall be single inlet, single width, Arranigemerit 10 and shall have a backward inclined fail wheel with single thickness flat blade; welded to both the shroud and back plate. The fan wheel shall be statically and dynamically balanced before assembly. Any required balance weights shall be welded to the outside of the shroud or book plate; no weights are to be installed in the blade air stream. All surfaces of the centrifugal flan shall be painted completely odth an acid resistant polyester powder coating. b. The bearings shall be of the pillow block type with cast steel. frame, and shall be bolted to the structural bearing supports. The lan shaft shall be fabricated of ground and polished cold drawn steel with machined centers and key slots for both the tan wheel and the drive. sheave. It shpIll be givera rust inhibitive asphaltic coating after aspembly. The V4:ielt drive shall fbe adjustable, 'The variable pitch sheave shall be factory set at the appropriateposition to provide the specified capacity in the approxim�de midpoint of the adjustment range. All fans:shall be provided with a belt c luard enclosing losing both sheaves and V-belts. The belt guard shall have a tachometer hole. All drives shpil be rated for no less thAn 150% of motor load. c. T ' tie scroll and side sheets of the fan housing shall be - fabricated of cold rolled steel of 12-gouge miniryium thicknes.S. The s(:.roll and side sheets shall be joined through continuous wedding, Spot wel0nd or standing seam construction is riot acceptable. The fan housing shall have a minimum of 8 attacriment studs with flanage locking nuts. Any bolts, self -tapping screws or faste.tiefS thait protrude Into the hou-sing interior are not acceptable. The fan base shall be fabricated of cold rolled $tftel of 12-gauge minimum thicknei�-s. The boariRq supports within 0 ;hall be fabricated o!" cold rolled steel angles having a minimum 3/,'iW thickness and they zhall be welded to the vides of tile base. All soalms in the individual components shall be continuousiNelded, Th-p motor base shall bo fabricated of ci ' Ad rolled steel of 12-gauge minimum thickness. Its Position 0611 be adjustable through the use of bpIts that travel in Slots in the sWes of the fan base. A non-harderyling, high elasticity caulking shelf be fipplled,du ring assembly between the err tin of the Inlet cone and the fan housinc nd of the fan housing and the fin base. g 1.1. Test requirements: a, The asserfibled fan shall be test run before shipment with "total froqwncy" vibration measured at each bearing in both the vertical and horizontal planes. Any fan havi . g an average reading of over 3 mils deflection is not acceptable. I b, Balance report to be provided with installation and maintenance, Instructions, 1,2. Exhaust fan pletform: a, Furnish fan platform as required to match specified fan. The platformshall include vibration rail basp-With suitable vibration isolation for weight, load and distribution. 2. NUX Flexible Hose: a, -[lose shrill be oaf an abrasion resistant type, constructed of a !%Ihtweight crush resistant fabric. Thy hose wall shall be of welded c6mutruction with a reinforeQ extiri.irior scuff ';trip to provide ,additional abrasion resistance, dose shall withstand exhaust terrip6latures up tO 4006. b, A !,-onne(,,`1-Jng flange set is to be provideo for bolt -Up attachment duct. 21, IRS l5xhaust adapter: ai The exhaust adapter shall be molded of an advanced resin PDM compound, creating a no - scratch fitting with a, heat tolerance for normal automobile and light, truck testing. The adapter shall be sulted for most exhaust pipp designs, and is to match hose d' 'neter as inoicAted.on plan-4 and specifications. b, Adapter and flange set are to match hose diameter as indir, on plans and specifications and a- 04.� shall be attached to the hose at the factor� to maintain the integri the assernkfly. Ii 0 3, Suspensicin System - BA spring retractor / TS 0se sling, a.. The flexible hose suspension systern shall support the flexible hose from ovorheadwhen not in use, allowing it to be lowered to the operating level when required. b� The spring balancer shall be of industrial grade construction incliuding, steel internal components within a metal enclosure, and an adjustable hanger bracket for cievis and safety chain. c. The balancer shall be equipped with 1/8" diameter aircraft cable with a maximum travel range of 17'. Balancer shall be factor adjusted toproperly . support the hose 6ssernbly and adapter within the required travel range. A tension control shall, be provided as a 7inddarcl foature if field adjustment is h necessaly and a ratchet lock provided to allow for positive heig .'adfustment. d, The hose sling shall be constructed of a double weave, nylon reinforced, IEPDM material, and shall have i-einforced eyelets, a stainless steel locking band, safety Clip, and harness ring. It shall be manufactured to fit the diameter of the hose specified. Optional FZYik Dual Assembly - a. A dUcil fitting assembly shall be provided for use with dual exhau..,i-o, vehicles. The dual fitting assembly shalt consist of an FPDM dual, fitting, two exhaust hosek two exhaust adapters, and a stainless steel tapered nozzle. Optonal Non -Contact Adapter: A non -contact adapter stand shall be provided for use with flush mount or otherwise recessed exhaust pipes that will not allow, a standard tailpipe adapter to work. the non' -contact adapter stand shall be a1ightweight assembly for ease (if use. The n0ri-contoot 4dapter stand shall callow for up and down height adjustment with secure placement. The adapter fade shall include a protective :":trip for,scratch protection. The adaptor shall be sized for the typicgil eXhaW„t pipe t,.";onfiguration ice the fleet. I I 1 NUX Flexible ,Hose: a. Hose shall be of an abrasion resistant type, constructed of a lightweight crush resistant falbric. The hosO WAII shall be of welded constnji:tion with a reim'orced exterior scuff strip to Provide additional abrasion resistance. Hose shall withstand exhaust temperatures up to 400*. b. A connecting &:.inge set is to be provided for bolt-upoitachment -to duct. 2.1. R$ exhaust adapter: a 'rhf,m, e. X ULM adapter shall be molded Of air advanced r%in EPQM compound, creating a no - scratch fitting with a heet tolerance for normal automobile and, light truck testing. The adapter shall be suited for mos,, exhaust pipe tiesigns,, and iij to matc:h hose diampter as indicated on plans and specifications. b. Adapter and flange set are to match hose diameter as indicated on plans and specifications and shrill b -Y , e attached to the licise at the factor to maintain the intel-,10ty of the assernbly. 3. Suspemsion System - F_3A spring retractor / Tx$ hose.sling: a 'rhe flexible hose suspension systeryi shall support the flexible hose from overhead when not fn use., allowing it to be lowared to the operating level when required, b. he spring balancer shall be cif Industrial grade construction including steel intern.fil components within a roetal enclosure, and an adjustable hanger bracRet for clevis and safety chain, c. The balancer shall be ciquiipped with 1/8" diarnoter aircraft cable with a maximum travel rarige of 17'. Balancer sheM be fat,,tory adiusted to properly support the hose assembly •and acial'Aar wiJbin the required travel range. A tension control shall be provideW as a standard feature. If field adjusbytent is necessary and a natchoet lock provided to allow for positive height adjustment. d. 'The hose sling shall be 0onstructed of a double weave, nylon reinforced, E.PDM matarkai, and shall havo reinforced eyplets, a stainless steel Mackin g Oand, spiety clip, and harness ss ring. I I t shall be Manufacti,ired tol'it the diameter of the hose Specified. Optional RYA Dual Asserribly, a, A clt�al fitting assembly shall be prpvided for use with fto exhaust vehicles, The dual fitting assemoly shall consist of an EPDM dual fitting, two F.;xhai.ist hoses, two exhaust a0apters, and a stainless,steial tapered nozzle. Optional, Non -Contact Adapter: A non -contact adapter .,,tend shall be provlde6 for usta with flush PIOUlit or otherwise er(.3ss r , ed exhaust pipes that will not allow a standard tailpipe adopter to work. The non -contact adapter stand shall be a lightweight assembly for ease of use, The non -contact adapter stand shall allow for up and down height adjustment with secure placement, The adaptefr fare shall Include a Protective, strip for scratch protection. The adapter shall be Sized for the typiyal exhaust pipe confliureition in the fleet, CARMON BELT DRIVE FAN$ All tans on this sheet are ratipd in accordance with AMCA standard 210 and bear tt!e AMCA seal, Forperfortylance dale, refer to fdn tatittlog F1_13 standard equipment includerp, Selt guards, turned roun(I ,end polkhed fan,v.iafts, varleble pltvi V- 21 belt malor d0ves, two groove pi. � b Aleys witti matched b6 Is standard for fi�,n sizs'l 22 and larger, aditislable 'at-mafi Pmtfudo, Motor bases, and high africloncy, non�ov%-rloadind, backward inclinedv*eelt of �ieavy doly comtru�.,;tion. Im. verfifm-�t that All p -arts 6 tim air strearn are cpaidd With,-, I sler povidercoating. Fan hbufilngs ire fabricated of Po ye towfuge wns 61loym lw�41 are heavy gauge steel and are conilinuouglywol(Jed, Aft fans aro run tested at the fActonj and 0hecked for (40d to lxw the AMCA Oat.'ff* *& showrl �tre baw on losts coiyipllani�e with our rig id balancestandards. Clockwiul tOtation Wheels and bottorn horizontal discriarge ;'MdO ill W=114nre With OFA are standard. Either rouation and any one of 8 differiant disch'Brge positions may I:* spediled at time of *,'31*dortl 210 wd worlyvOlh the Order. NoMMITIRbof the APACA Oeded mn 4-- (rr- P Al A itx 7 Dimension Al for Mze 40 and, 50 size fans is 29718'. NOTE. For tons With motors larger than standai'd, consult -factory fpi, dimensions, Modal Wheel Dimensions I.Addition4i dimensional data on back of :sheet) CMB_ E)ial HIP 110.1 A a Cl 0 H K, L M N P x 6 10 14 µ "120 -4 10 1/4 ;2 1051 3/4 ti 1/2 18718 5718 ~ 9 14 10 510 1 130 12114 11 ,,$L4L 0 ,tpi� 111 10 8 3/4 4112 181/8 57/8 9 14 4 11�. 114 11/2 00 ia �,i; 3/8 ia 9118 11 rx 1/4 i�i is m2 v ii8 -ii v2 2't 7 12 Y4 18 20 13 Yj 2 216 18 '-`3318 143P, 10718 11 �114 14114 11112 133/8 11% 2410 71/2 14118 18 25 p 15 3 236 18 14 5/8 16 MR 12 11 V1/4 15 ViT 12 7# 14 7/8 '12 314 25 8118 16% 18 30 18114 .5 366 22 114 17 114 19.,�. A- 146/8 14 61/4 191/4 1$1 18 it. 1/8 29 )13 9 112 18112 23 32 20 5 l450 22 -1 21 11we 16 14 0: 114 21118 17 19 *V4 16 518 30 111/4 21 23 3-5 2P 11-4 7112 500 28 '114 ',i1 718 23 IP2 17314 18 114 231/2 19 22 '18112 36 V8 12 118 24 :�1 40 27 __.. 7 112 1 77� --i-- 33 718 318 28 21112 18 112 14 28 1127 -R-7i8i 26618 '12 22 83M 14 20 _ _FJ 30 0 It P _ 1 bu 3 !/a 27 5/8 31 Vol 23 718 1$ 1 4 31 �rj 2 5 1 &tj 2 9 6/8 /E-8, 72 .. J'J 1 40 11 1 14 1/4 72/_6 518 CHI:CK OPTK)NAL E()UIPMENT RE0U11-'ZEQ HtAe- Dimensional data subjef.4 to change withput hotloo. OVibration Pads 0 Weather Covor 10 Aluminum Wheel Platform: 120Suspenslon or Perk Moura 0 Wpll Cl Vibration Rails IJ Bacic Draft Damper 1*3 EXPI'n Resistant Motor 0 inlet & Disaiarge Conn.- $ee E1tW9. I I-F1 0 0 Other Customer J Q> Name _S)KY PC!Yr ER SPP!ITS Ouant4 Tag ; ftrnbej�(s) Model Numbar 4(14121 REQUIREM ___ 11 N E TS - -,— Flotation Dlgcharige ELIECTRICAL OPM . $P HIP —,- 7— —_ _ Voltage Phase Hz CM8_10 000 3W 1 "5 C 0 N F I'iR M 208.',301460 rl 60 1226 Davis Road. Elgin, IL, 60123 847/695-9000 PRODUCTS, INC. oww,par-rhon.com e-rnail, lnfotqftarm0(1.110M H!_J 121x Vehicle Exhaust Removal System a. The operating components of the v(ihicle exhaust remove,[ systems including hose a. stflembll%, suspension sy.51:eM, find e e xhaust fan shall b. the standard products of a United States exhaust system rnanufortur6ir and be provided by a single source as a corriplete package to ensure the integrity of the system. Basis of design is Qlar-Mon Prt)ducts, Inc., Elgin, Illinois. 1. CMB�10 Hazardous Fume Exhaust Fan: o.. Hazardous f1pne Wp:lust fairl shall licew*ad to bear the AIVICA seal for certified performance in adcordanoe with AMCA Standard 210. The font shall be single Inlet, single width, Arrangerrient 10 and ShAll have a backward inclined fan wheol with aingle thic.kness, flat blades welded to both the ,,hroud and back plate. 1 he fan wheel shall bo, statically and 4.1namitally balanced before assembly. Any required balance weights shall be welded to the outside of the shroud or back plate; no weights Are to be installed in the blade air stream. All surfaces af the centrifugal fan shall be painted completely with at! acid resistant polyester powder coating. 1;i. The bearings sh-111 be of the pillow block gape with cast 'steel frame anti shall be boltpd to thp, structural bearing supports. The tan shaft shall be fabricatc�d of ground and polished cold drawn steel with mactiined centers and key slots for both the fan w1vel and the drive sheave. It $hall be given: at rust inhibitive asphaltic coating after assembly, Thp V-belt drive shall be adjustable, The variable pitch sheave shall be factory ciet at tho appropriate position to provide the specified capacity in thO approximide Mi0point of the adjustmeril. range. All fans shall be provided with a b{: It guard o,,Pnclosing both sheaVes and V belts. The belt guard shall have a tachometer hole. All drives shall be rated for no lesr'a than 150% of motor load. �.;. The scroll and side Wipe% cif the fan housing shall be fabricated of cold rolled steel of 12-gauge fyilnimurn thickness. The scroll and site sheets; shall be joined thrQqgh continuous welding, Spot .Welded gar standing searn construction is not acceptable. The fan housing shall have a minimum of 8 ii,kitachment stu0s with flange locking r1iits, Any bolts, ;pelf -taps -.ling screws or fasteners that protrucip, ,into the housing interior are ript acceptable. The fan base shAll be fabricatf.!d of cold rolled steel of 12�galuge minimum thickness. The beaming supports within the base zhall be faibricated of cold. rolled stleel angles Wing a n1inimurn 3116" thicknes# and they shall be welded to Me sided of the base. All =ieArrfs in the individual components shall be continuous welded. The motor Oase shall be fobficated p,r cold rolled' steel of 12-gaugo. minimum thicKness. It; position shall be adjustable through the use of bolts t1hat travel in slots in the, sides of the fir, base.. A non -hardening, high elastidby caulking shall t)e applied during assembly between the mating surfoces of the inlet cone and the fan housing and of the fat) housing and the fan ithase. 1, 1 . Test requirorhents: o, The assembled fan 4hall be test run before shipment with `total frequency" vibration measured at teach beoring in both the vertical and horizontal planes, Any fart having an average reading of over3 rnils deflection is hot acceptable. l,i- Balance report to be provided with irlFitallation and maintenance imAructions. I 1, .2. Sxheust fan platform. o, Furnish fan platform as reqi,tired to match specified fan. The platfiorm shall include vibration rail tease with suitable vibration isolation for weight load and distribution. CAR-MON EXVIAUSI'FAN PLATFORMS SE,RIE$ CM8, CMD & BXi V113RATION RAILS NOTE IDTHIr-RTYES OF VISRAT10N NE01010 AVAILA13LE UPON REQQEST ISOLATOR.t LEVATJt)N DETAIL PLA:rroRms roR WALL moutri" APPJJQ ATIONS WITH XAN SHAF'r PAIIZAI,j.�L, TO ODUNTIN(7, SURFACE Platforrris, for motinting fam, wlth fan 6,13ft perb endioular to rnountimp, surta(,e A o available. Consult factory fv,, dimensions. ti PLATFORM FOR CEILING Sul SPEN61ON APPLICAT10NS 011 6ECK MOUNTING V1(3RATION S > _"Fan platfformsfe irewelded steel cvnstructloo usingvif)r6lon rallsof .. E ::3'" 1'" x x,�,,iw ang �;, *oh and 3" channel. See sheet 1.3-07 for details, A IMPORTANT) He -par rods by others for celfin(I suspension fan platform. Note: Fan platforwis, available for Serbs SL farts, consult factory. CEILING t SUSP. Note: Fat-,iory resprves the rlgft to change dimensional data without CIPECK MOUNTED notice. GMBA F-SIEWIESTANS CMD SgF2188 FAWS 4 TY. WAIJ. DECK CEILJ A 0 C 0 E i WT. QTY. MO WALL, 6F-IL-1 A 13 C D E WT, 15 22 27�/� 1 65 5 18 1814 21 40 x 15 7 22 2 27% 55 7 14% 7% 22 231/4 23 6o 14 21 e 28 33Y2 32% 80 14% 7% 22 23% 23 50 20 21 •r 7 .."i 28 3f*1/433�,, 80 1.1 16 P) 22 231/A 2,3 50 25 21 2g— �iK 34!% 8� 18 4 :fE '50 31) �_5 Y4 9 34 4,111440!1 90 BXI SERIES FAN$ 32 2� 5 1/4 16 36 43' 41Y, 95 12AD 21 28 33Y2 29 so 36 3.1 !/4 10 41 1;01/, 49% 110 1 Ao - 21 7 28 33Vt 31 86 :.:......_._..�� _ :.mow. - 1225 Davis Rod, Elgin, fL 60123 162021 PRODUCTS, INC e wwvkf,car�rrlon.com info0car-nton.com �. 8471695-9000 17, 3 e.-mail: CAR -LION VEHICLE EXHAUST SYSTEM NOTE: CONTACT: KEN SATTLER - CAR-MON SALE I./Ir NBOCAR-MONXOM OR 1.517.505.5240 (C). 1.8417.1695.9000 x 222 (0)4 MCKEE CONSTRUCTION Co. in W* to owl No Will* F1000 =01 Mt 407JW136 AGDOW Now W iiwFv� pm)Kt SKYPOWER SPORTS, iISH° P &STORAGE BUILDING 11 3 7 10 4W EOSRT AREET, I SANF R1161d I A W. t*" Dro*s: III* wolm, W_ P b*cd in to" Of i` C, ** :MQ* Wdft*W 9"1 7he Onibp do not "11* C"111111111111 r bdo* or disollbs ON 90* for Id p�Onranar and of On ft b0* of ft VWd W" hi 1100 or oil 6"IFAN , ft bV& 001ba"VII *1 All& 40'"M "*w 4 W ="ry = IJrt�t►h1 Title EHICLE EXHAUS '3Y S, T E Mi DETAIL". \ND SCHEDULE'. laws We Dmwn Oy 10/16/1 7J JLE J&LE wl BYZ A EN i) NO 30 F STATE RX A FLA. REG. #X761 9 NUMW. M104 �� Numbor. FAN INLETIDISCHARGE CONNECTIONS INLET FAN CONNECTIQNS INLET TAPER AND FLEX CONNECTION FLEXIoLE —1- O N - VVIE.LDEDSEAM FLFXW2LE CONNf-CTION 01$CHARGE fAN KIKE S 1ANDARD INLET FLEX CONNF.ci'lolsi CONNECTION IVE ION FUEXIOLE C N I --. (41 T 1C, N STANDARD WSCHAIRGe FLEX CTION DISCHAROE TAPER CONNECTION AND I-LEX CONNECTION ST15, STD. INLET DISCHARG15 I:AN Standard flexible material is neoprene WANTITY FAN INLET �FLgX DISCH, FLEX TAPER CONN, CONNECTION$ coated fiberglass, Ottler material availol'.1le CONN. CONN.: A C at extra cost. Standard over-all length on tran-siti(In contlections i-,v approximately 18"-24". I CMB-10 X Stairldard con T'iectlonttire approximately 90. riekir to fan .drawings for Inlet and discriarge dirrionsions. Attach a copy,,)f this farm when ordering. I PRODUCTS, INC. 1226 Davis Road, Elgin, 11_ 80123 847/05-9000 www,i;ar-rfibn.com e-mail: Info@.carmc SERIES TS TUBING SLING RE EN D( N) S1 LC TSee he Car -Mon TS Tubing Sling offers a safe and conVonieilt way to raise and lower overhead ass6rnb.lios. Usdd with the Car -Mon LFT, BA. Balancer or PS and P$.W pull-up sets, It can be placed anywhere along the length of hose to facilit0te both operation al placement and storage. The tubing sling is constructed ot a double weavei. nylon reinforced EPDM material and has relaforced., eyelets, a stainless steel .looking band, safety clip and LS hornets ring, Tho Series Tis available in sizes to "it Mate from 3" to 0" in diameter. For larger sizes or for metal tUbi[,Q, core b Ultthe factory, Note, To avoid damage~, never wrap cable or rope directly around non.Meta Ilic; tublinji. ' QTY. TUBS TUSE. TUBE APAPTI.R, Typt: DIAMETER LENGTH TYPE 6 NUA, AY IRS WITH WADE -REINFORCED WITH NU -FLEX TUBING, TUBING NE Si.-EEVE IS USED S'F,RiIS-MAVDAPTER POSITIONING POLE Series PP Adapter Positioning Pole does not require additional $71, (CLWED) fittings on the adapter for its u.w. It can be used to place almost any exhaust adWef from Ow ground, _ Is adiustable, to 10411 and is 57" in R��.6Position. 1225 Vavls Road, Elgin, 11., 60123 847/605_9000 PRODUCTS, INC. -)m - info( Www,,( -Monxx e�rrjaik §),carmon.corn CAR.-MON HOSE 0SEMBLY W BA BALANCER IV fFLANGE SET , BA BALANCER CAR-MON H01 ' E (SPECIrY DIA. & LFENGTH) TLIVING SLING OTHER ADAPTER TYPES AVAKABLE CTA "N'SE--RIES ADAPTEVt RD$ Rae RBA F- 4 "A ROC RO QUANTITY HOSE TYPE HOSE LENGTH H0$5 DIA. ADAPTER TYPE TUBINo SLING BALANCEF?, NUX 20- 411 AS X 0A 226DAOELN3 847-9000CAK-MPRODUCC. 1G25 .......... CAR-MON EPDft4 ADAPTERS 'iftf4jjPVM Adapter RO N a versatile adopter 3d lot Use on cars and small Zp> 8" or 4" hose SerIes_'WY0-9eV_M Adapter Series ter designed for use W—R -table oars ()r small n On ;.ars or small r, ckav ti Pan$ion v1se grip as sores attaphirriant. For Mo with 3i' or 4" hose. ROW ,ido dimensions §arno a -s 4W,DN Adapter *ies ROW adapter is spet�ally constructed with a wider oporift to '�.r, Modate side by side dual °xhsu tral I tions. For use With !! 3' or 4" hose. qeries IRS EPOM Adapter Series 0 adepter Is en r-.PDM adelpter fear use on cars and trucks. For 4". Sill or 6" hose. _Y. Adapter Saries R$ �Waptar is an EPDIW Lt*Pte;Ldr use on cars and trucks. Adjustabit, i.4 assures secure attachment For useiw" h("se. aA QTY. MODEL HQSa DIA R0-4 4" QTY. MODEL H039 DIA ROG-3 3" ROC-4 41' —M0" HQf1r: DIA ROW-3 all .QTy. MODEL HOSE DIA 6 R84 RG-5 60 R&$ 6.1 (M. MODEL HOSE DIA I RS (> 4 4" RSC-5 5.1 R -s 03. 6 1225 Davis Ro4ld, Elgin, It, 60114 847/69! 5-9000 ce-4,mcmim(:c�nPRODUCTS, INC. WWW-gar_ 1nf0@cArmon.c ES LFT RETRACTOR The Series LFr Retraotor tubing suspension systern Is designed to support the flexible tubing frorn overhead whark not in w5o, 411ovWig it to be lowered to the operafing l0el C, —SAi'ET HAIN when required. nie lifting dev"roe Is a sihgle.sprino retractor with ratchat stall) and '14" 9teel suspension fuirrip Witt! cast eyeletand hq8vHuty snap ring. WMOL.I NG EYE Series LFT Retrgictor shall be as monufactured by Car -Mon product:;, Inc., Elgin, Illinois ; , LFT 25 LFT 16 11 % VINYL COAT Eb GABLE SERIFES BA BALANCER CLEVIS WITH LOCKING COTTER PIN QTYLIFT15(LFT 2.61 TUB TUBE DAPTER TYPE I 0122,11tl�6k..Rj LENGTH I ATYPE The Car -Mori Series SA Spring Balancor Is of industrial grade c-onstruction,. Including stef.I internal cornporients within a metal endloslure, and an adjustable hanger C Is equipperi bracket for Clovis and solety chain it necespary. The balancer with 1/8"dlanater aircraft cable with a rimyirnum travel rango of 16', our balance( Is factory adjusted to properly otipport the tube: Gild adapter within the required travel range. 1i5nsloncontrol is provided as a standard feature if field a(ijustrhent Is necessary. Also inr]uO(,d is anon/off ratchak lock which allows for pwiltive height pos;tioning. SAFETY CHAIN AS31EMOLY TENSIONING HEX NUT TUBE TUBE TUBE ADAPTER RUBBER STOP TYPE DIAMETER LENGTH TYPE MECHANISM AIRCRAFT CABLF 6 NUX 41 XY RS �33AFETY GLIP 122,5 Davis (Road, Elgin, IL 60123 847/696.9000 MI@Xl PRODUCTS, ING. votoWxar-rpon.corn e4mail: info(ocor.-mon.com [0$-A6 FSERIES HD HAND' DAMPERS M on QU Car, Series HD odrant Lock ing Type Hand Dampf.rs are of Gtainjw steel construction with die -stamped cadmium plated damper fittIfIgs. Applicotions include flexible hose assamlAes, M Series receptors, and doct. Larger sizesavallable on reciaesi. quantity 90odal size HD-30 --;-- 6 HD-46 4" HD-50 HD-60 61, HD-80 ell 1225 Davis Road, Elrpjin, IL 601?3 84111695-90oo , Q=t=Ff1I@fl PRODUCTS, INC. _rnail: in ��- A �11 ve-Arw�car-mon',Po f0kae-mon.com CAR-IONVEHICLE EXHAUST SYSTEM NOTE: CONTACT: KEN SATTLER - CAR -MON 'SALES. KENOCAR-MON.COM OR 1.517-505,5240 (C),, 1.847.69'5.9000 x 222 (0). 7T ;4r_T;T::4;flT 47 rr MCKEE CONSTRUCTION Co. "ftl 111111111 Sft 30 W WWI% Fk* 301 - A"* IL AAM10" **** IM7 I A PM*t SKY POWER SPORTS BUILDING AGE 37R E10 UEST 1 �T 'T TI SAqP II 32746 So" Drowino *Q*P 10"s to if It" PMJW in WM of Wdilseb.0 111011111111A W dibilson-1-Ift-, of I"/ to Nojw "bubw 41111111nwft and 1111i *0 of TOO *0*01 riot !,*do or &=% ON ilrorlt for AA AL_ 0" th1l Of ft 9.4r" low ln**,d or imaGiot %t* Wo-1--c-'m ohd Ish d AM MWIN.F44" 11119*0 * t1a pmfinpw owulm 01114''kWomimi of worn. EHICLE EXHAUS' YSTEM DETAIL NDSCHEDULE ey 1111111W ey 10/16/1 JLE JLE RINO N 30761 V ST�AE6 /0 N At- KA ljlil!4)�N P.E. FLA. REG, 130761 Ill 121 PrOect Number, 17002 iRal 'owner. Construction 1, Welded constructors with reinforced plastic spiral 2, Hose wall: polyester fabric, E,oated with, fPDM/PP 2 Motterial Hasa wall polyester fabric, Coated EPDM/PP External helix: plas4i, helical section Applications l�commended for vehicle Vxhaust ay4tems, PIR,0PERTIES At-) Highly flexible and coMppfv%sible, 0 Crush resistant �Jght:weight 0 Kink-praR 'small bond radiu-s ,bPFxcellent abrasion resistance Terrq)erature Range: -15- to +400OF Interior Qiaaieter Range:' 13tandard 3" through 6' $ta,,'tdard Length: 26' Standard Color: Black TECHNICAL DATA $jw Size Approx, Sending ID 01) V'Jaight Radios Negative (Indle�) (Lbs./Ft.) (inchos)* (in. w.c.) 3 3,80 32 4.00 96 4 4.80 .413 5.00 72 ----------- 6 5,80 52 6.00 48 6 6.80 A-33 8.00 20 .Refiarr'nq to Innot side of Me elbow of file hOse. The sboVe jiliontionad data e,fers to On average grid amoisr,t temporatilre of 687. Sw.iject tolecrinical charipa and caloc vanatlow;, CAR44ON PRODUCTS, INC. 1225 Davis Road, Elgin, IL f,';01 2$ Phone (84!,V) 6v95-90010 Web,"We: vmy.cAr-mon.corn e4ioil: info@,car-mon-corn CAR- ON SEMES RYA EPDM DUAL CONMECTER "'QUANTITY TO BE I)MRMINED HOSE LENGTH DIAMerER ADAPTER, TYPI5 RYA-4 IT6 THER RVA.�-T 3 Ot HER !LETO FIT .130: M kLumitium VNILI-FLEX HOSE SERIES 1110 F-PI1311111 APAPI TkIR The (�ar-Mon �.$eries RYA ptovids,,-s a cQnV9.�n10nt an cost efficlant Method: of providing a dual exhaust connoctan from #i single drop, Standard unit consists pf the dual fitting With tapered nwzle, two lengths of W-Fles hose, aw two adapters. For other dianiPters, lengths, or fX.1!i10 type, constAt factory, 09-A8 1225 Davis Rjo"d, Elgin, IL 601Z3 847,16915--9000 r,,1MVD9F11 PROI)LICTS), INC, wm,, mail, I ,car-MOP-com . rifoacar-trion.Q FI-1 11TH QUAWITY TO BIE DETri-RMINED Quantity Model Dimensions Comments A 13 C INICS-400 34.75 1211 12' ,Series N`CS adapter'stand,is a secondary fitting that is designed to fit up in close proximity. of the cars' tailpipe. it shall be constructed of steel and aluminum to provide a light weight ssembly. Tho steel base shall be coated with ,a black micropowder finish. ""he adtl=_rshall be moun-led to a round bracket for pla cen,ient over this slide rI6 of the Stond. A apte�r will slide up and down for height adjustryient and sei-nured by a threaded I The adopter slr-all be constf'Ucted of light weight alumInum and lined with a protective stril-.) for scratch protection. The 6dopter collar will be mode to fit the incoming Hose c6sembly of the ptirnory exhaust eiiqyl�rnent. A grasp handle is located on iop for placisaient ire the work area. The leveling feet will be provided with q non -slip pod and have ci 3" aCIjUStment. Other,sizes and custom configurations avqiloible, please consult factory, :series t ICS is manvfoctured by Cor-Mon ProduCts, Inc. of Elgin, Illinois. Q[=QR=�(9nT PRODUCTS 1225 Davis Rd. Elgin, IL 60123 847,695-9000 11VN0ViA'r(,)PS IN (;WTOM POLLU RON CoNTROL www.cor-mon.com E-mail: Info0carmon.com CAR-MON VEHICLE EXHAUST SYSTEM NOTE - CONTACT: KEN SATTLER - CAR-MON SALEOS. KENOCAR-MQN.COM OR 1,517.505,5240 {C}, 1.847-695.9000 x 222 (0). of MCKEE CONSTRUCTION Co. Pro*t SKY POWER $PORTS II�HO �ILDIMQRAGEI 1 37S0 NWF%O3O�D71ST'0RA Tj !1- $owe DmOge T,hm dmk* Irdooto ft 'w" Of Of to Pm* h pam_vk the dar.&M tW M V swiftA ftnhw" OW ftwhLp do* Of%oelrioman atdeadbe'ewoW .oe W=*M*n— d cliff oorttrat�l. On ft b0s of 0* pnwol Im" 1010ted or dowbA #0 tab ohd'AAMall o MOW for WOR1411111olli iw air Of the W& 11 DM* 170s: 11 ',HICILE EXHAU' YSTM DEVIL ND SCHEDULE Iswe .0* Orm 8 --ol'oed a 10/16/17 JLE JLE A TE\�F ,'j KENNETH L EIERMANN RE. tLA. RM #30761 NumWr. M106 Pr**4 17002 ........... 2*SS RISER IN WALL FOR FUTURE CONNECTION. CONTINUE WITH 2*VENT RISER IN WALL 10 M S1$7EM. —3"VTR IN MEZZANINE WALL TO ROOF. SEE 01 VIL-SHEET FOR Il 4-2-WAY CO CONTINUATION TO SEPTIC SYSTEM ... ...... . .... ...... . ��N�� =&l."Nk %wwjwlNEEAlNQ- INC. $ AN I TA R Y FLOOR PLAN \,V z 04MCIOA20 a , V.- # f4b (a I10 waterAwma"a ^v4mfto4- favififu 11 VW vft%Lw%&m--,*Aft-A Ana —... w-m I"= 'MCKEE CONSTRUCTION Co. 135 w 08" ow. Sub 340 adwWlh F%'M '11L 41V 56— WWW'' Now $KSP�RTSERY I SHOBUILD VTORAGE I 3 7 la NWF4S T, 14 L OSRT Dj I RAE ET, 2 I%" dmwnp 110 flio ft etlantewMb ard t t Of *w**CV" Not"% ad The 00*0 do wtwcl"y * kdp* or *w% aN wk mpdw for fd put and ww" of,= vniw i of �Onftbovis of ft wow w" $,,d.p pw" "OR Or A-gf,,�J M- tM* wwwm dd tamirh d ftm 4w =p%r n=o I m I 'rF I is, ANITARY ENLARGED LOOR PLAN Ina Oati or�-� s�&owd 0/16./17 JLE m!] JLE .......... E T xN: I t AL i� m! V KNWH L. EISRMANN Pt PLA. REG. #30701 P 101 Owner. MCKEE CONSTRUCTION Co. 2 T T 4 T 6 7 � I I i -3/4- CZD �OP TO HB FO AT ' 24 ABOVE SLAB R 0 G 1RADE WITH SHUT 135 Wm* CwW NW, Sub 340 Orhr*6 Rm* 3W HB OFF, VALVE IN TEL 407.35&8136 t/T ACCESSIBLE LOCATION. M20001W W*vW M7 L L - - - - - - - - - - - - - - - - - - - - - - J-� II ' I_ _� I I I I I � �� I II ° - ' ' 0 SKY POWER I I , SPORTS SHOP & STORAGE BUILDING L-------- i I I I , I. 3710 WEST 1ST STREET, A COMPRESSED IR I RETAIL PARTS SANF03R2D, FLORIDA SYSTEM AND 171-07-1 46 PIPING REMOVED. ACCOUNTING 1204 Scope Drawings: These drawings kdoate the general scope of the project In sToRAGE W= of almmteemd cm L - - - - - - -- - - - - - - - - - - --- do armlelm F103 dnah Wd theako mojorwdftcbwd I I 1 - - sbucbrA meda doebtal rjsbm The do not necant SHOP The dualbe ON wk - - - - - - - J 2-0-11 = fd Woman" ow BREAK ROOM Li of ft mWmnwh of EEWP Ill 0-6 1 the 3/4-CW DROP TO FIXTURE EWC DROP OP TO'FIXTURE On the bads of the Wool -1 *CW DROP TO REFRIGERATOR. ] SK — kdwW or desixIbet the bWe 1/2-2CW DROP TO FIXTURE. EXTERIOR =fbodw dial flumm ON items STORAGE - - - - - - - MS CAP AND SEAL 3/4-H&CW % HWC' )HWC =:WJon ort= 3/eH&CW DROP TO n RE IN CEILING SPACE FOR 3/4-H&CW TO EMi ABOVE I FUTURE CONNECTION. L-'HLAV MENS Drawing Title: 3/4'HWR TO CIRC PUMP AT mi. UR TMV IC RESTROOM ROOM HLAVDOMESTIC RESTMV UR N- ALL H&CW FOR RESTROOMS AND BREAK WATER L --t - - - - - - - J 1/2-H&CW DROP ITO FIXTURE ------------ 11LAV ROOM ARE TO BE RAN IN CEILING SPACE T! PIPING BELOW MEZZANINE. COORDINATE WITH OTHER TRADES TO AVOID C%FUCTS. PARTIAL H8 4-1 1f2*H&CW DROP TO -R) TURE.- LAV 0 TMV I FL OOR PLAN WC1, 3/4- CW DROP TO HB 1*CW DROP TO n TURE.- 4- AT 24* ABOVE SLAB U HLAV k _j WOMENS Revisions: OR GRADE WITH SHUT 1/2-H&CW DROP To FIXTURE. TMV RESTROOM OWNER 014M 12/11/1 OFF VALVE IN I 202 ACCESSIBLE LOCATION. F—,rcW DROPITO-FIXTURE. 1 W DROP, Tq FIXTURE. 1: 0 tj HsirirC ----------- Lj r, DR CW, IN WALL TO RUN OFFICE F&I SERVICE BELOW -MEZZANINE DEC F20-5 I OFFICE REFER TO SHEET DESIGNATED FIXTURES. MANAGER 11226 P202 FOR CONTINUATION., 111072 SERVICE WRITERS r -10- T 1 0 0 3/4',CW DROP TO HB H8 AT 24* ABOVE SLAB Issue Date Drawn By Checited e&ed OR GRADE WITH SHUT 0/16/1 JLE JLE OFF VALVE IN HEX NOTES: ACCESSIBLE LOCATION. Q 0 1-1/4*CW DROP TO BACK M � fpd 8 TO BACK 1* FIXTURES. 1/2-H&CW DROP TO FIXTURE lr4 Of '4t�" -�'\ CW DROP TO FIXTURE T1 6 0 t4 Pv K N %&ANN P.E. FLA. MG. #W761 2 3 4 5 Drawing Number. EIERMANNENaiNEERING. INC. P201 CONULTING ENGNEUS IM Webster Avwm orbr4o, 71 Ta.8+KM (,0Z M-M FAX- (On SO-74M DOMESTIC WATER PIPING PLAN Ei"- 8ae0*A0LC= Project Number. @ C 41 oprW 2M7 EEMANN B4QWE8*M NO. FLORDA EB #00059W ze(i)o SCALE. 1/8--l--V 12 EE3 JOB # 2017-48 17002 F Z � DOMESTIC WATER & COMP. AIR PIPING PLANI, cm: MCKEE CQNSTRUCTION CO. Ili rat 6hC 30 . 3i fi� 40.38 $l$$ �,i128tlQt0$7. Now =7 IF I T� 111 PM SKY POKER SPORT$ SHOP & STORAGE BUILDIN,,G 371 A6F SFf i S A RAET' Sups Drclnp': 1Muis n� tnd; � of Me . -in a the,ths,dkm of �U 11gr the major an hiteahar�al ON t.o and 11w Ov*o Rio not J O�siy indl} Or 0 oA work roqu tl for %I wbm= and of Qn#wba r0�'ow- k dlocid or � the qt ,M*wtom $NN how d" item: r�quir for Ucutlon ands n r Drawing Ttlei DOM, ESTI C WATER, PIPING PARTIAL. F1:00R PLAN ilm 0/96/17 JLE JLE P202 W� protect dumber. 17002 PLUMBING/PIPING NOTES 1. * COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. IF ANY DISCREPANCIES OCCUR IN THE FIELD THE ENGINEER NEEDS TO BE CONTACTED PRIOR TO CONSTRUCTION. 2. * ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. & * PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 4. * ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA 2014 PLUMBING CODE , APPLICABLE ADA REGULATIONS AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. 6. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1 /8" FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1/4" PER FOOT. 7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. 8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES. 9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. 11. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. 12. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. 11 ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS. 14. SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIALS AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES. 15. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER, UNDERGROUND SHALL BE TYPE "K FITTINGS ARE NOT PERMITTED BELOW SLAB OR GRADE. SANITIZE ALL PIPING SYSTEMS PER CODE. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING FOR "FLOGUARD GOLD" CPVC DOMESTIC WATER PIPING WITH SOLVENT WELDED FITTING. 16. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 17. ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE FLOORS SHALL BE INSTALLED WITH SLEEVE THROUGH FLOOR. 3M FIRECAULK SPACE BETWEEN PIPE AND SLEEVE. I& CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE RATED WALLS, FURS AND CHASES. TRANSITION PVC PIPE TO CAST IRON DWV AT FIRE RATED WALL PENETRATIONS AND 3M FIRECAULK PENETRATION FROM BOTH SIDES OF WALL COPPER PIPE PENETRATIONS OF FIRE RATED WALLS SHALL BE SEALED _ FROM BOTH SIDES OF WALL USING 3M FIRECAULK. A- lllk,111111011 20. INSULATE ALL HOT WATER PIPING SYSTEMS WITH MINIMUM 1" THICK R-6.8 CLOSED CELL FOAM INSULATION. ARMAFLEX, IMCOA, OR EQUAL PLUMBING FIXTURE SCHEDULE ALL PLUMBING FIXTURES ARE BASIS OF DESIGN. SUBSTITUTIONS OF "EQUAL" EQUIPMENT MAY BE SUBMITTED FOR APPROVAL ALL PLUMBING FIXTURES TO BE WHITE UNLESS NOTED. WC: WATER CLOSET "AMERICAN STANDARD MADERA' 2858.016 FLOOR MOUNTED VITREOUS CHINA 1.6 GALLON FLUSH LOW CONSUMPTION TOILET WITH-BEMIS' NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE 'SLOAN' 8111-LH-MC BATTERY POWERED SENSOR OPERATED FLUSH VALVE. HWC. HANDICAPPED WATER CLOSET "AMERICAN STANDARD MADERA" 2854.016 FLOOR MOUNTED ADA COMPLIANT VITREOUS CHINA 1.6 GALLON FLUSH LOW CONSUMPTION TOILET WITH-BEMIS- NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE *SLOAN* 8111-LH-MC BATTERY POWERED SENSOR OPERATED FLUSH VALVE. UR: URINAL- "AMERICAN STANDARD" TRIMBROOK MODEL 6561.017 WALL HUNG 1.0 GALLON FLUSH URINAL SEE ARCH. PLANS FOR MOUNTING HEIGHT. PROVIDE COMPLETE WITH WALL MOUNTED CARRIER METH HANGER BRACKET. PROVIDE 'SLOAN" 8180-1.0 BATTERY POWERED SENSOR FLUSH VALVE. HLAV LAVATORY. "AMERICAN STANDARD" LUCERNE WALL HUNG (AT HANDICAPPED HEIGHT) VITREOUS CHINA LAVATORY MODEL 0355.012. PROVIDE COMPLETE WITH "AMERICAN STANDARD 7385.004 FAUCET WITH SINGLE LEVER HANDLE, 4" CENTERSET, GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT PLUG, AND ANGLE STOPS AND SUPPLIES, INSULATE ALL EXPOSED PIPING PER A.D.A REQUIREMENTS, LAV: LAVATORY: "AMERICAN STANDARD" "AQUALYN" COUNTERTOP DROP IN TYPE VITREOUS CHINA LAVATORY MODEL 0476.02& PROVIDE COMPLETE WITH "AMERICAN STANDARD 7385.004 FAUCET WITH SINGLE LEVER HANDLE, 4" CENTERSET, GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP, AND ANGLE STOPS AND SUPPLIES. SK: SINK: "MOEN" G202131, STAINLESS STEEL 20 GAUGE, SELF RIMMING 2 COMPARTMENT SINK 3 HOLE PUNCH. PROVIDE "MOEN" 7425 LOW ARC FAUCET WITH SINGLE HANDLE, LESS SPRAYER, CAST BRASS P-TRAP WITH CLEANOUT PLUG, H&CW SUPPLIES AND ANGLE STOPS, AND BASKET STRAINER. MS: JANITORS MOP SINK: "FIAT" MSB 2424 MOLDED STONE FLOOR MOUNTED SINK WITH 830-AA SERVICE FAUCET, 832-AA HOSE AND BRACKET, 889-CC MOP HANGER AND 3" QUICK DRAIN CONNECTOR. EWH: ELECTRIC WATER HEATER: "RHEEM" MODEL EGSP30 SHORT 30 GALLON WATER HEATER WITH (1) 6000 WATT 208/1 PH HEATING ELEMENT. PROVIDE AND INSTALL 24 HOUR 7 DAY TIMER WITH PUSH-BUTTON OVERRIDE. TMV: "ZURN" ZW1070XL THERMOSTATIC MIXING VALVE. INSTALL AND PIPE MIXING VALVE PER CODE AND MANUFACTURERS RECOMMENDATIONS CONNECT AT FIXTURE STOPS. SET TO 100 DEGREES. SIZE VALVE PER FIXTURE. THERMAL EXPANSION VALVE, ROUTE DISCHARGE FULL SIZE TO ABOVE MS. 3/4"HWR WATER CIRCULATION PUMP: "TACO" MODEL 005 WATER 115V 1/35 HP. WIRE TO CIRCULATION OPERATE WHEN HEATER PUMP.-= IS ENERGIZED. BALL VALVE UNION (TYP.)' EWC: HANDICAPPED BI-LEVEL ELECTRIC WATER COOLER: "ELKAY' BARRIER MOUNT WALL SHELF ABOVE MOP SINK TO WALL W/ANCHORS, PROVIDE ADEQUATE FREE WALL MOUNTED WATER COOLER MODEL EZSTLBLC. PROVIDE CW SPACE FOR MOP SINK ACCESSIBILITY SUPPLY AND ANGLE STOP AND FLOOR MOUNTED CARRIER. REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHT. GARBAGE DISPOSAL: INSINKERATOR: BADGER 5XP, 120VOLT/1PH, 3/4 HP, 9.5 AMP. HB: HOSE BIBB: 3/4"0 *WOODFORD MODEL-65" OR EQUAL WITH VACUUM BREAKER, PROVIDE "OMNI" MODEL A-810 SERIES VANDAL RESISTANT HOSE BIBB FLOW CONTROL WITH A FLOW RATE OF 1.5 GPM. EEW: WALL MOUNTED EMERGENCY EYE WASH BARRIER FREE *BRADLEY' MODEL# S19-220B WITH WALL BRACKET. FLOOR ACCESS COVER: "ZURN" Z-1400 ROUND WITH SCORIATED NICKEL BRONZE TYPE COVER SUITABLE FOR OUTDOOR INSTALLATIONS. PROVIDE COVER SUITABLE FOR CARPET OR TILE INSERT FOR INDOOR INSTALLATIONS. WALL ACCESS COVER: "ZURN" Z-1469 ROUND STAINLESS STEEL TYPE. PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN" MODEL Z-1700 SIZED AS REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS. P.D.I. UNITS A I B I C I D I E F FIXTURE UNITS 1-11 12-32 33-60 61-113 114-154 155-330 0 COMPRESSED AIR SYSTEM SPEC. REMOVED. [ 7. FIXTURE UNIT COUNT MINIMUM WATER SERVICE SIZE - FLORIDA BUILDING CODE 2014 - PLUMBING ITEM DESCRIPTION QTY. TRAP SIZE D.F.U. TOTAL D.F.U. W.S.F.U. TOTAL W.S.F.U. im WATER CLOSET (FLUSH VALVE) 4 - 4.0 16.0 10.0 40.0 �$ URINAL 2 - 4.0 &0 10.0 20.0 J,d�( LAVATORY 5 1-1/4" 1.0 5.0 1.4 7.0 EWC DRINKING FOUNTAIN 2 1-1/4" 0.5 1.0 0.25 0.50 SK SINK 1 1-1/2" 2.0 2.0 2.0 2.0 MS MOP SINK 1 3" 5.0 5.0 3.0 3.0 TOTAL FIXTURE UNITS: 37.0 72.5 W.&F.U. 72.5 (80) = 61.2 GPM - MINIMUM 2" WATER SIZE (PER TABLES E103.3(2), E103.3(3), E201.1) D.F.U. 37 - PER TABLE 709.1 "WATTS" PLT SERIES EXPANSION TANK AND SERVICE CHECK VALVE. ---BACKFLOW PREVENTER -HEAT TRAP T&P RELIEF VALVE - DISCHARGE FULL SIZE TO MOP SINK. STEEL BEAM COMPRESSED BEAM CLAMP OR PURUN CUP AIR PIPE HANGER ROD COUPLING ALL THREAD ROD i_� PIPE HANGER COMPRESSED AIR PIPE DROP ON WALL OR COLUMN. IE DRAIN LINES TO MOP SINK. PAN 2" DEEP WATER HEATER DETAIL NOT TO SCALE SHUTOFF VALVE TYPICAL F & M RING SUPPORT OR SIMILAR TYPICAL 'f'--QUICK CONNECT ON 45' ELBOW QUICK CONNECT ON 45' ELBOW FOR SINGLE CONNECTION FOR DOUBLE CONNECTI 3" MAXIMUM FROM SUPPORT TO QUICK CONNECT CA WALL DROP DETAIL NOT TO SCALE COORDINATE WITH OWNER FOR HEIGHTS OF CONNECTIONS AND SHUT OFF VALVE PER LOCATION OF DROP. ate«: MCKEE CONSTRUCTION CO. 135 Wed Cw6d OW, Sub 340 Comd Florida =1 lELw 30 Aqw 0V-son SKY POWER SPORTS I SHO BUILDING AGEI 37SANyFORD 1 FLORIDAET, 32146 sows Drawkw Theme drawhgs Nidcrslet �� h oonowk the a of bul ft the major ardiectural Bigea Is and the We of and dwbW hrot Ar"Ier dfiscMis �► rsgried for fd perforrrorae and PH wAetlon of the roquiromanb of the oomhact, On the basis of tM gmd scope ifsdooin or doseit,0, the trade re4+ir'b for ths paper INNUdon OW oompo-un d to work 11 Dmft TMs: PLUMBING SCHEDULES, NOTE & DETAILS AMa 010M 12/11/1 41 Issue Date Drawn By C hed ed By 0/16/17 JLE JLE �441 g1 ., f O. ' s. KENNETH L. EIERMANN P.E. FLA. REG. #30761 Nim w P30 1 SOO.- - 00 VAO. 0 NOT TO SCALE Ull% GARSAGE kle, DISPOSAL iv mov 1-111 Y.-AvASTE 8cNENT ISOMETRI CAP AND SEA11, M IN WALL FOR FUTURE CONNMION& MC.KEE CONSTRUCTION CO. 135 om oo*d ow, tub 340 6040w =7 Pfo*t: $KY' POWER SPORTS ,SHOP a wuRAGE BUILDING �71SALtiT ' W 1I E, N PT j 6 WON" SOPS Dmwinor. Trim *Q*op bft* #0 "wol so of em t of owfttm a to I oil ds i to fm of *V*ftk mcolal0dWow& and . *chlo TMr 40mdro do "t Olms - m y or &00% all wwk ramrod far fia 111mal ft of on go b" of tm p"w wc*t or '", b"vdo miaow* Sfoam'; b" "" for %I weam QIkm SANITARY I.SOMETRICS 10/16/1 JLE JLE , r7 Q.7 /' �z T TAT ATIA Orr, KtNNETH L., EMON P.E. FLA. REG. #30761 P40 1 I I I Mono Pro* WOW W;. 17002 RELAY PANEL: RP-1 DE M BASIS Gill UMSM 10 N1 ENCL. POLE PANEL CIRCUIT 1 LA-35 (SHOP) 2 LA-37 (SHOP) 3 LA-32 (SHOWROOM) 4 LA-34 (SHOWROOM) 5 LA-36 (SHOWROOM) 6 LA-38 (SHOWROOM) 7 LA-40 (SHOWROOM) 8 LA-42 (SHOWROOM TRACK) 9 LA-44 (SHOWROOM TRACK) 10 LA-46 (SHOWROOM TRACK) 11 LA-48 (SHOWROOM TRACK) 12 LA-50 (SHOWROOM TRACK) 13 LA-43 (EXTERIOR BLDG.) 14 LA-45 (SITE) 15 LA-54 (TOWE 16 LA-59 (EXTERIOR BLDG.) 1 0 DETAIL NOTES: 1. DIGITAL COUNTDOWN TIMER WITH COUNTDOWN INTERVALS OF 15/30/60 MINUTE, 2 HOUR AND 4 HOURS. THIS TIMER IS FOR OVERRIDE OF AUTOMATIC LIGHTING CONTROL. OVERRIDE TO BE PROGRAMMED FOR DURATION OF LESS THAN 4 HOURS. INTERMATIC E1215 (OR EQUAL) LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING N0. WATTS TYPE BP EMERGENCY LIGHTING UNIT. BLACK THERMOPLASTIC HOUSING, BATTERY BACKUP, LED LAMPS. 10 N/A N/A LED UNIVERSAL COOPER SURE-LITES CC8MRT COMBINATION EXIT SIGN / EMERGENCY LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, BPX BATTERY BACKUP, PUSH TO TEST BUTTON. RED LETTERS, ARROWS AS INDICATED ON 10 N/A N/A LED UNIVERSAL DRAWINGS. COOPER SURE-LITES APC7 HIGH OUTPUT EMERGENCY LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, BATTERY BPH BACKUP, MR16 LAMPS. 10 N/A N/A LED UNIVERSAL COOPER SURE-LITES CC8MRT 2'X4' LED TROFFER. 6400 LUMENS. Al2 PATTERN DIFFUSER. 4000' COLOR TEMPERATURE. FA 120-277V DRIVER. FA/EM EM DESIGNATES "EL" OPTION: EMERGENCY BATTERY PACK WITH 90 MIN. CAPACITY. 51 - 51 LED RECESSED METALUX 24GR-LD5-64-F1-UNV-L840-CD1 (EL14W) OWNER/ENGINEER APPROVED EQUAL LED HI BAY FIXTURE. WIDE BEAM DISTRIBUTION. UNIVERSAL VOLTAGE BALLAST. INTEGRAL 360' INTEGRAL OCCUPANCY SENSOR. 80CRI, 4100'K. HB EATON HBLED-LD4-12-W-UNV-L840-ED2-U 146 - 146 LED CHAIN OWNER/ENGINEER APPROVED EQUAL DECORATIVE HI BAY FIXTURE, 1,150 LUMEN, METAL AND CLEAR HALOPHANE GLASS, BRONZE HD FINISH, 120V MAXIM 25003CLBZ 60 1 60 INC PENDANT OWNER APPROVED EQUAL LED STRIP LIGHT, 295 LUMENS PER FT , ALUMINUM CHANNEL, 120V 4.4W 4.4W LED1 CORE LIGHTING LSH-50N /FT - /FT LED SURFACE OWNER/ENGINEER APPROVED EQUAL LED AREA LIGHTING FIXTURE, POLE MOUNTED, 25' AFG, TYPE IV WITH SPILL CONTROL SA DISTRIBUTION REFLECTOR, 12,180 LUMEN, 4000'K LED COLOR, WET LOCATION LISTED. 113 - 113 LED POLE COOPER McGRAW-EDISON GLEON-AF-02-LED-El-SL3-HSS OWNER/ ENGINEER APPROVED EQUAL LED AREA LIGHTING FIXTURE, POLE MOUNTED, 25' AFG, TYPE IV WITH SPILL CONTROL DISTRIBUTION REFLECTOR, 18,174 LUMEN, 40001K LED COLOR, WET LOCATION LISTED. SB COOPER McGRAW-EDISON GLEON-AF-03-LED-El-SL3-HSS 166 - 166 LED POLE OWNER/ ENGINEER APPROVED EQUAL LED AREA LIGHTING FIXTURE, WALL MOUNTED. TYPE IV DISTRIBUTION. 18,174 LUMEN, 4000K LED COLOR, WET LOCATION LISTED. SCW COOPER McGRAW-EDISON GLEON-AF-03-LED-El-SL3-WM 166 - 166 LED WALL OWNER/ ENGINEER APPROVED EQUAL LED WALL MOUNT FIXTURE WITH FULL -CUTOFF LENS, 4,205 LUMEN, 4000K LED COLOR, WET LOCATION LISTED, DARK BRONZE FINISH. SLC COOPER LUMARK XTOR4B-W 38 - 38 LED WALL OWNER/ ENGINEER APPROVED EQUAL 4FT TRACK SECTION, 873 LUMEN, 30001< LED COLOR, SPOT DISTRIBUTION, BLACK FINISH, T4A TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK 0 T 71 -3 K- -B OWNER PROVIDED / CONTRACTOR INSTALLED 1� 4FT TRACK SECTION, 866 LUMEN, 30001< LED COLOR, NARROW DISTRIBUTION, BLACK FINISH, T46 TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK. OWNE PROVID D CONTRA TOR N TA D 1 6FT TRACK SECTION, 873 LUMEN, 30001< LED COLOR, SPOT DISTRIBUTION, BLACK FINISH, T6A HE'D QUANTITY AS SHOWN. 13 - 13 LED TRACK JTRACK OWNE PROVID D ONTRA TOR INSTA D Z/ � 6FT TRACK SECTION, 866 LUMEN, 3000K LED COLOR, NARROW DISTRIBUTION, BLACK FINISH, T6B TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK J 1 _ _ _ OWNE PRQMD D CONTRA TOR N TA D 8FT TRACK SECTION, 873 LUMEN, 30001( LED COLOR, SPOT DISTRIBUTION, BLACK FINISH, T8A TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK /� OWNS PROVID D CONTRA TOR IN TA D Z 8FT TRACK SECTION, 866 LUMEN, 30001( LED COLOR, NARROW DISTRIBUTION, BLACK FINISH, T8B TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK OWNER PROVIDED ONTRA TOR INS -LA ED 0 3FT T5HO WALL WASH/FLOOD TRACK LIGHT, 6,160 LUMEN, 3000K COLOR, BLACK FINISH, TC PROVIDE WITH TRACK AND TRACK ADAPTER. 39 2 89 T5HO TRACK 1 0 D T T D EXIT SIGN LIGHTING UNIT. BLACK POLYCARBONATE HOUSING, BATTERY BACKUP, PUSH TO X1 TEST BUTTON. RED LETTERS, ARROWS AS INDICATED ON DRAWINGS. 10 N/A N/A LED UNIVERSAL EATON SURE-LITES LPX-7-BK NOTES: 1. ALL FIXTURE 120 VOLT UNLESS OTHERWISE NOTED. 2. ALL FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRI. 3. ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 4. FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 5. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. N TIME CLOCK TWO WIRE AUXILIARY CONTROL FP&L ENERGY f MODULE PAD MOUNT XFMR 120/208V L SECONDARY 120V CONTROL VOLTAGE SOURCE O DIGITAL COUNTDOWN TIMER SWITCH FOR LIGHTING OVERRIDE N-- ----------.._... 1 LIGHTING CONTACTOR WITH OVERRIDE (2) SETS OF: NOT TO SCALE 4"C MAIN ELECTRICAL ROOM I TENANT SPACE ELECTRICAL NOTES: A. GENERAL PROVISIONS: 1. GENERAL: PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: CONFORM TO THE REQUIREMENT OF ALL GOVERNING CODES AND STANDARDS, FLORIDA BUILDING CODE 5TH EDITION AND NATIONAL ELECTRICAL CODE. (2011 EDITION) 3. VISIT THE SITE OF PROPOSED PROJECT TO BECOME FAMILIAR WITH THE WORK. CONDITIONS AND NATURE OF WORK, PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION AND SUCH DECISION SHALL BE FINAL. B. BASIC MATERIALS AND METHODS: 1. CONDUIT - INTERIOR WORK: CONCEALED ELECTRICAL METALLIC TUBING. IT IS ACCEPTABLE TO USE METAL CLAD CABLE (MC CABLE) IN LIEU OF RIGID METAL CONDUIT AS LONG AS THE INSTALLATION COMPLIES WITH ARTICLE 330 OF THE 2008 NATIONAL ELECTRIC CODE. MC CABLE SHALL NOT BE USED WHERE SUBJECT TO PHYSICAL DAMAGE. EXTERIOR BELOW GRADE -SCHEDULE 40 PVC. EXTERIOR EXPOSED- SCHEDULE 40 RGS. DO NOT INSTALL PVC CONDUIT IN PATIENT CARE AREAS. 2. OUTLET BOXES: 4" X 4" STEEL W/PLASTER RINGS SIZED IN ACCORDANCE WITH N.E.C. FOR CONCEALED INTERIOR WIRING, CAST FERROUS OUTLET BOXES WITH INTEGRAL HUBS FOR EXPOSED AND EXTERIOR DEVICES 3. WIRE: COPPER, THHN /THWN DUAL RATED. 4. WIRING DEVICES - SPECIFICATION GRADE DEVICES AND PLATES WITH WHITE FINISH, UNLESS NOTED OTHERWISE. a. RECEPTACLES: 20 AMPS, 120V, 2 POLE, 3 WIRE, GROUNDING TYPE OR ISOLATED GROUND TYPE AS SHOWN ON DRAWINGS. b. SWITCHES: 20 AMPS, 120/277V. c. ALL WIRING DEVICES CONNECTED TO LIFE SAFETY AND CRITICAL CIRCUITS SHALL BE RED IN COLOR. 5. EACH MULTIWIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. C. LIGHTING FIXTURES: 1. FURNISH LIGHTING FIXTURES AS REQUIRED BY OWNER AND AS INDICATED ON DRAWINGS. FURNISH ALL NECESSARY MOUNTING HARDWARE AND LAMPS. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL SATISFY THE REQUIREMENTS OF N.E.C. 410-65. D. PANELS: 1. ALL PANELS SHALL BE U.L. RATED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS. E. GROUNDING: 1. PROVIDE CONTINUOUS GROUNDING SYSTEM IN ACCORDANCE WITH N.E.C. SECTION 250, AND AS INDICATED. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 2. PROVIDE AN EXTERNAL ACCESSIBLE INTERSYSTEM BONDING TERMINAL FOR THE GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS (TELOC, CAN, SAT, ETC) AT THE SERVICE EQUIPMENT AND DISCONNECTING MEANS. F. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. H. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER AND DEPTH OF EXISTING UTILITIES. I. COMPLETION REQUIREMENTS: RECORD DRAWINGS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE LINE DIAGRAM OF THE ELECTRICAL DISTRIBUTION SYSTEM 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. J. COMPLETION REQUIREMENTS: MANUALS 1. WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER TO INCLUDE, AT A MINIMUM, THE FOLLOWING: a. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. b. OPERATIONS MANUAL AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. (4)#3, #8GND, 1-1/4""C 800 AF NEW NEW NEW 120/208V PANEL PANEL PANEL 30, 4W MDP LA LB NEMA 3R 800A 200A 100A 120/208V 120/208V 120/208V TN (2) SETS OF: (4)#500KCMIL, #1/0 GND, 4"C #3/0_ REFER TO SERVICE GROUNDING DETAIL, THIS SHEET. (4)#3/0, #2GND, 2"C ELECTRICAL RISER DIAGRAM NO SCALE FINISHED FLOOR GEND : (NOTE. NOT ALL NECESSARILYIUSED ON FLBOLS SHOWN ON LEGEND ARE FLOOR PLANS) SYMBOL DESCRIP11ON •---� STRIP TYPE FIXTURE 0 V 4' FLUORESCENT FIXTURE El 2'x2' FLUORESCENT FIXTURE 2'x4' FLUORESCENT FIXTURE O CEILING FIXTURE O CEILING FIXTURE, WALL WASHER EMERGENCY LIGHT FIXTURE ® CEILING LOCATED EXIT LIGHT CEILING LOCATED EXIT LIGHT EXIT SIGN ARROW (SINGLE) EXIT SIGN ARROW (DOUBLE) of WALL MOUNTED FIXTURE FLOOD LIGHT FIXTURE C+-0 SITE LIGHT FIXTURE Q-O-� SITE LIGHT FIXTURE BOLLARD OR PENDANT LIGHT FIXTURE 1 a V S7 S I TRACK LIGHTING SWITCHES SWITCH, MOUNTING HT. +48" TO BOTTOM $ SWITCH, SUBSCRIPT LETTER INDICATES CONTROLLED FIXTURE. $2 SWITCH, 2 POLE $3 SWITCH, 3-WAY $4 SWITCH, 4-WAY $T SWITCH - TIMER $r SWITCH - FAN/LIGHT $p SWITCH - DIMMER $os SWITCH - OCCUPANCY SENSOR $P SWITCH - PILOT LIGHT $MTR SWITCH - MOTOR RATED SYMBOL DESCRIPTION ® FIRE ALARM CONTROL PANEL a 135' HEAT DETECTOR. FIREMAN'S VOICE EVACUATION MICROPHONE ©D SMOKE DETECTOR TO FACP SMOKE DETECTOR IN DUCT - 'R' INDICATES RETURN; 'S' INDICATES SUPPLY - REMOTE INDICATOR FIRE ALARM VISUAL DEVICE, WALL MOUNTED Y 80"A.F.F. TO BOTTOM © MANUAL FIRE ALARM PULL STATION p© FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. p® FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED 80"AFF, TO BOTTOM D TELEPHONE/DATA. 3/4" EMT STUBBED INTO CEILING SPACE ❑T POINT OF SALE TERMINAL. PROVIDE OUTLET BOX WITH 3/4" CONDUIT. © TELEVISION OUTLET, MOUNTED 0 72" A.F.F. TO CENTER SO SPEAKER (BY OTHERS) VIDEO CAMERA - SEE ELEC. COMMUNICAT10N PLAN DWGS. WALL MOUNTED MICROPHONE JACK - BY OTHERS. W/ 3/4"C STUB -UP O DOOR CONTACT SWITCH - BY OTHERS O MOTION DETECTOR - BY OTHERS DA SELF CONTAINED DOOR ALARM - BY OTHERS. VERIFY POWER REQUIREMENTS. CARD READER - BY OTHERS. W/ C 3/4"C STUB -UP SYMBOL DESCRIPTION e- SIMPLEX RECEPTACLE > DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE, HALF SWITCHED > ABOVE COUNTER DUPLEX RECEPTACLE DUPLEX RECEPTACLE, HALF SWITCHED DUPLEX RECEPTACLE, FULL SWITCHED SPECIAL PURPOSE RECEPTACLE DUPLEX RECEPTACLE, GROUND FAULT DUPLEX RECEPTACLE, GROUND FAULT, ABOVE COUNTER CEILING MOUNTED RECEPTACLE ❑® FLOOR MOUNTED RECEPTACLE DISCONNECT SWITCH MOTOR STARTER O JUNCTION BOX PC PHOTOCELL os OCCUPANCY SENSOR ST SHUNT TRIP TC TIMECLOCK PB PULL BOX LB LOCKBOX TS TAMPER SWITCH FS WATER FLOW SWITCH MOTOR ® TELEPHONE TERMINAL BOARD ® 277/480V PANELBOARD 120/208V PANELBOARD Inn SYSTEMS CABINET/PANEL = 120/208V PANELBOARD, RECESSED 277/480V PANELBOARD, RECESSED a SYSTEMS CABINET/PANEL, RECESSED ABBREVIATIONS A, AMP AMPERE AFF HEIGHT ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT (D) DEMO EF EXHAUST FAN EWC ELECTRIC WATER COOLER EN ELECTRIC WATER HEATER ETR EXISTING TO REMAIN EX. EXISTING FACP FIRE ALARM CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL G, GFCI GROUND FAULT CIRCUIT INTERRUPTER GCO GENERAL CONVENIENCE OUTLET IG ISOLATED GROUND NCMS NURSE CALL MASTER STATION NF NON -FUSED NIL NITE-LIGHT, NON -SWITCHED FIXTURE P POLE PH PHASE REL RELOCATE SP SURGE PROTECTION VA VOLT AMPERE (WATTAGE) W WALL MOUNTED WP WEATHERPROOF ENCLOSURE GCo EQUIPMENT TAG -GENERAL CONVENIENCE OUTLET EACH MUL119RE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. SERVICE GND. PER #3/0 CU GROUNDING ELECTRODE CONDUCTOR N.E.C. AND SPECIFICATIONS. TO BUILDING LIGHTNING PROTECTION SYSTEM BUILDING STEEL (IF AVAILABLE) (IF AVAILABLE) MAIN WATER SERVICE PIPE (IF METAL) JUMPER CONCRETE -ENCASED AROUND WATER METER 'ELECTRODE (IF AVAILABLE) \_(2)3/4"0x 101 COPPER -CLAD GROUND RODS SPACED MIN. 10'-0" APART GROUNDING DETAIL NO SCALE GENERAL NOTES: 1. IT IS ACCEPTABLE TO UTILIZE ALUMINUM FEEDER CONDUCTORS OF EQUIVALENT AMPACITYIN ACCORDANCE WITH CODE, AHJ, AND OWNER REQUIREMENTS AND ACCEPTANCE. 2. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE ENERGY CONSERVATION CHAPTER 4, SECTION 405.7.3. 3. ALL TERMINALS ARE TO BE LISTED FOR USE WITH 75'C RATED CONDUCTORS IN COMPLIANCE WITH NEC 110.14(C). Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 AA26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1 ST STREET, SANFORDD46 FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: ELECTRICAL NOTES, RISER & SYMBOL Revisions: 1 COMMENT RESPONSE 12 11 1 Issue Date eru Drawn By Checked By By [�t6/i)�Sa 10/16/17 SR o•A DDA Certified By. CC=:eL,EA R C.A. No: 2zS4�(� 13651 CR i R1VE1217R1VE o i ORLAI�'DL:'32828 •, y i phone" (®7)2V- 431 ' , fax: � ) -8 3 .• C emarf: c32rid ar- n r co1� C • nus D. Adams, P.E..• ,(:, � Drawing Number. E001 Project Number. 17002 MAIN BREAKER: AMPS MAIN LUGS: SOO AMPS PHASE 3 WIRE 4 K.A.I.C.: 42 AMPS SURFACE MTD: X FLUSH MTD: 20BY1120V X 480Y/277V 2401120V Name: MDP Project Name: SKY POWER SPORTS Project Number: 77112 Fed From: UTILRY N C C ry K C G K E T IDENTIFICATION D LOAD CIRCUIT BREAKER LOAD D IDENTIFICATION E S N E E N E o a KVA (KVA) TRIP Pc?LES POLES TRIF i PANEL "LA" 52.8 200 3 3 40 5.3 M AIR COWRESSOR 1 13�INDUSTRIAL FAN (FUTURE) Q 1.5 30 3 3 00 17.4 C RTU-1 4 5 RTU-2: C 17A 60 3 3 60 17.4 C RTU-3 6 7 RTU-4 r' C 17A 60; 3 3 60 17A C RTU-5 , B O RTU-6 C 812 35 3 3 35 8.2 C RTU-7 10 11 FRTU-B C 19.6 80 3 3 80 19.6 C RTU-8 12 13 AHU-1 C 6,3 20 3 3 20.0 0.0 C CU-1 14 15 CAR -MOP! EX FAN Iv1 2.5 20 3 3 100 7.2 PANEL "LB" 16 i7 SPACE 3 3 SPACE 18 i9 SPACE 3 3 SPACE :20:0 TOTAL 125.7 92.5 TOTAL TOTAL CONN LOAD: 219:0 KVA TOTAL DEMAND LOAD: 213.8 KVA TOTAL DEMAND AMPS: 594.1 AMPS LOAD (KVA) AWUST FACTOR CeAAND FACTOR DEMAND (KVA) 14.6 1.25 1.00 183 30A NEC 20.2 5,3 3.2' 125 1.00 1.00 1.00 `6.6 3.2 0.0 1.00 1.00 �148,9 1.00 ~1.00 8.9 00 1-00 t.d0 1,00 1.00 d8,9 140 1.00 0.0;' 1,00 1.00 0.0 1.00 1.00 0.0 140 1,00 ,LI LIGHTING R) RECEPTACLES iM) LARGEST MOTOR IM) ALL OTHER MOTORS ,H) HEATINry C) COOLING IO) OTHER 'V)ELEVATOR. ;S) SPARES ;D) DRYERS X) X-RAY K) KITCHEN MAIN BREAKER: MAIN LUGS: K.A.LC.:' SURFACE MTD FLUSH MTD: 100 10 X AMPS AMPS AMPS POLE 3 4 X 'PHASE WIRE "208Y1120V 4BOY1277V 240/120V' Name: LB Project Name: SKY POWER SPORTS Project Number:-- 77112 Fed From: MDP C t1 K 0 T 1 S 0 IDENTFICATION C p LOADIPHASE {KVA) CIRCUIT BREAKER LOAORHASE (KVA) C G IDENTIFICATION C K I 0 N 0 7 S A 8 C TRIP MLES MLES TAP A B C 1 ISPARES 61 0.6 20 1 1 20 Ob S SPARES 2 3 ISPARES, S 06 0.6 20 1 1 20 0.6 S SPARES 4 5 7 9 SPARES .-m.-, SPARES SPARES _ S S S 0.6 20 20' 06 20 1 - - 1' 1 1 1 ... 1 11 2Q 2Q 20 Q.6 O.fi S S 0.6 S SPARES SPARES SPARES - ",6, 8 to 11 SPARES S 0:6 20 1 1 2¢ O.B S SPARES 12, 13 SPACE 0.0' 2Q' 1 1 20 0.0 SPACE SPACE 14 16 18 SPACE' 0.0 Do 20 20 20 1 1 1 20' 0.0 17 19 SPACE 0,0 1 1 20 0.0 SPACE ' 16 SPACE 1 1 20 0.0 SPACE 20 21 SPACE 0.0 20 1` 1 20 0.0 SPADE 22 23 SPACE 0.0 20 1 1 20 0.0 SPACE 24 25 SPACE' 0.0 20 1 1 20 0,0 SPACE 26 27 SPACE 0.0 20 1 1 20 0:0- SPACE 28- 29 ISPACE LIGHTING (14 RECEPTACLES (R) LARaESTMOTOR(M) ALL OTHER MOTORS (M) HEATINal (H) COOLING (C) OTHER(0) ELEVATOR (101 SPARES (3) DRYER (D) X-RAY(X) IQ7CHM (K) 1.2 CANN. LOAD (KVA)' 0.0 0.0 0-0 0.0 0.0 0.0 00 0.0 71 0.0 o.o 0.0 1 1.2 ''1 ADUST::. FACTOR 1.25 -- 1.26 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.oa` 1.00 0.0'" 20 C�umI-D LOAD (KVA 0.0 0.0 0:0 0.0 0,0 0.0 00 0A 7 2 1'I 1 20 12 TOTAL CONNECTED LOAD. TOTAL DEMAND LQAO: DEMAND AMPS: = 0.0 ISPACE 1 1.2 1 1.2 7.2 KVA 7.2 KVA 20.0 AMPS 1 30 12 :OEt,AANO FACTOR 1.00 NEC 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D IT 1.00 Name: LA MAIN BREAKER: AMPS POLE 3 PHASE Project Name: SKY POWER SPORTS MAIN LUGS: 200 AMPS' 4 WIRE Project Number:- 77112 K.A.I,C.: 10 AMPS X 208Yh20V Fed From: MDP SURFACEMTD: X 480YI277V FLUSH MTD: 240112W N E S C K T N 0 IDENTIFICATION C � E LOADIPHASE (KVA) CIRCUIT ':BREAKER C LOADIPHASE (KVA) p E IDENTIFICATION C K T N 0 N E S A B I C TRIP IPOLES POLES1 TRIP I A 1 8 1 C 1 REC - SERVICE MANAGER OFFICE R 0.8 20 1 1 20 1.0 R REC- BREAK ROOM 2 3 REC-SHOP R 0.8 20 1 1 20 1: R REC - BREAK ROOM 4 5 REC - SERVICE WRITERS R 02 20 1 1 20 0.8 R REC - REFRIGERATOR 6 7 REC-SHOP R 0.4 20 1 1 20 0A R 0.6 R' REC - BREAK RM & HALLWAY 8 9 EWH O 25 30 2 1 20 REC •ACCOUNTING 10 11 2.6 - - 1 20 0.6 R REC-RETAIL PARTS 12 13 REC- EWC R 0.5 20 1 1 20 04 R REC- PARTS OFFICE 14 15 REC-SHOP R 0.8 2D 1 1 20 0.8 R REC-SHOP 16 17 TWO POST LIFT R 12 20< 2 1 20 0.8 R REC-SHOP 18 19 -_ 1 A - - 1 20 0.8 R REC - SHOWROOM FLOOR BOX 20 21 REC-SHOP R 0.8 20 1 2 20 0-6 R REC -SHOWROOM FLOOR BOX 22 23 TWO POST LIFT R 1.8 20 2 1 20 0.8' R REC -SHOWROOM FLOOR BOX 24 25 -- 1 8 . 1 20 to R' REC -SHOWROOM 25 27 TWO POST LIFT R 1A 20 2' 1 20 0.8 R REC-MANAGER & F&I OFFICE 28 29 -- 1.8 - - 1 20 0A IR REC - SHOWROOM FLOOR BOX 30 31 REC-TELEPHONE BOARD R 0,4 20 1 1 20 OA R REC - SHOWROOM' 32 33 SPARE S 0.6 20 1 1 20 09 L LTG - SHOWROOM 34 35 LTG -SHOP L 1.5 20 1 1 20 1.3 L LTG -SHOWROOM 36 37 LTG -SHOP L 1.0 20 1 1 20 1.3 L LTG -SHOWROOM 38 39 LTG- OFFICES L 0.8 20 1 1 11 20 1.3' L 0.5 L LTG - SHOWROOM 40 41 LTG - OFFICES L 11 20 1 1 20 LTG - SHOWROOM TRACK 42 43 LTG - EXTERIOR BLDG L 0.6 20 1 1 20 0,4 L LTG - SHOWROOM TRACK 44 45 LTG - SITE L 1.0 20 1 1 20 0.T L LTG -SHOWROOM TRACK 46 47 LTG -RELAY PANEL CONTROL L 0.6 20' 1 1 20 0.6 L LTG -SHOWROOM TRACK 48 49 51 MEZZANINE LTG & RECEPTACLE EF 4 R M 0.5 20 > 1 0.4 20 1 0.4 20 1 -0.6 20 1 1 1 20 20 0.4 L 0:4 O LTG - SHOWROOM TRACK FACP 50 52 53 55 EF-5 REC - ROOFTOP GF1 M R 1 20 0.6 L LTG -TOWER 54 56 1 20 0 6 S' SPARE 1 59 LTG- EXTERIOR BLDG L 20 1 0,5 20 1 1 1 20 20 0;6 S 0.6 S SPARE' SPARE 58 60 8.9 T.7 7.0 L QHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) 01HER (0) ELEVATOR (V) SPARES (5) DRYERS (0) X-RAY (X) KITCHEN (K) LOAD (KVA) ADJUST. FACTOR DEMND FACTOR DEMAND (KVA) 16.0 126 1.00 18.7 30.4 NEC 202 0A 1.25 1A0 0.5 0A 1 00 1.00 0A 0.0 1.00 1,00 0.0 0.0 I 1.00 1.00- O.0 6.4 1.00 1.00 SA 0.0 1-00 1.00 0.0 2.4 0.0 1.00 00 1.00 1.00 2A 0:0 0.0 1.00 1.00 0.0 0.0 1:0D 1.00 00 TOTAL CONNECTED LOAD: 53.9' KVA TOTAL DEMAND LOAD: 47.6 KVA DEMAND AMPS: 132.2 AMPS' Owner. MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26MI097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1 ST STREET, SANFORDD46LORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. II Drawing Title: 11 PANEL SCHEDULES Revisions: COORDINATION 12/11/17 Issue Date Drawn By Checked By 10/16/17 SR DDA Certified By. \ 0C 1 L ! 6. A R CNJF_t-SING C.A� Id�j Aa48 • . //�� 43' G YYSTAL RIVER bRT� 4}q FL. 32828 a nea'4 277-3431 �! Q007 77-8343 Q majlpda Us@cl r. : U3 Darius D. Adami` ..E._' s L PE No. 4,*236 0 Drawing Number. E002 Project Number 17002 Lighting Partners of CF Luminaire Schedule Symbol Qty Label Arrangement Lum. Watts Arr. Watts Lum. Lumens LLF [MANUFAC] Description BUG Rating _- 11 SLC SINGLE 37.7 37.7 4205 0.912 EATON - LUMARK (FORMER COOPER LIGHTING) XTOR4B-W B2-UO-GO FFF+++ 6' PVC FENCE-\ • 2 SA SINGLE 113 113 12180 1.000 EATON - McGRAW-EDISON (FORMER COOPER LIGHTING) GLEON-AF-02-LED-El-SL3 B2-UO-G3 6 PVC FENCE-; 6.2' NORTH I 111 r RT N 5 21 20 2 .0 2 SB SINGLE 166 166 18174 1.000 EATON - MCGRAW-EDISON (FORMER COOPER LIGHTING) GLEON-AF-03-LED-El-SL3 - B2-UO-G3 6.0 .o .o .o .o .o .o .o .o o.o o.o o.o o.o o.o o:o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10' UTILITY EASEMENT• ! .o O3 SCW SINGLE 166 166 18174 1.000 EATON - McGRAW-EDISON (FORMER COOPER LIGHTING) GLEON-AF-03-LED-El-SL3-WM B2-UO-G3 i11 0 0 .o ; Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BUILDING PERIMETER Illuminance Fc 2.22 5.8 0.1 22.20 58.00 PROPERTY LINE Illuminance Fc 0.08 0.8 0.0 N.A. N.A. SITE LIGHTING Illuminance Fc 1.86 8.1 0.2 9.30 40.50 R 0 0 D R A I N A G E R E T E N T I O N E A S E M E N T iI o ........_ - ` 1 .z r--------- ,-- �.I �D i ; _ _ ; 4 I RR GAT xON i i .J j I �r_� _: _/ I; 6 I b. 3, 011T UJ1 VA�IaE i. I i.I i.4 z. z. I jtnl A DESCRIPTION - Lumark - DESCRIPTION McGraw -Edison - - - - - _ PROPOSED- U' I°L � Y Mffi iE ; - , ; - ? MH 1. I .3Tha patented Lum.rt Ooasteur LED Wall Patin Serias of luminstias - - The Galleon- LED luminalre dahrore Exceptional performance Ina - - - • 5 .provMw - erailhawrsi aryl. with -par bright, energy efficient LEDs. hlghy Scalable, lw-profile design Patented, high-efflden.y AecuLEO ? "'1. 4 1. 7 t2 . 1 .5 - � 1 9 . � 9 . 3 f3 . i . 1. # i. ooi. i.'��, Q 1, 2 . � �. I. 3 3i i The low -profile, rugged dle-cest aluminum Construction, unhpreal beak - Optics- system provides uniform Sod energy, Conscious Illumination to _ - I - - I % YY a--x.�-�,�_ - - - - box, stainless steel hardware along with a Sealed and gaaksted Optical - walkways, parking lop, roadways, building areas and security lighting � - ( - - - I - 1 : 1 C - T RAN S FO RML, comportment make into Croastour Impervious m Contaminants. The - - - applica°om. IP66 rated and UvcUL Listed for wet locations.. - - - I '5 ! ON C01 ��a'•. RET - - : - poastourwalllumlrwrelaldealforwalLYurtace,Inwrbedrtwunt for - - 1.0 i.3 i.9 1.5 .8 '2.4 2.6 2.7 4.3 4.9 5.9 - 3.4 i.3 i.2 i.4 i.9- i.4 i.4 i.7 2.2 2.3 1.7 i,9 1.3 T'.3 i facadelcenupy Illuminstian, post'boYerdr she lighting, floodlight and lost - - - - _ - - - 1 r I _ _ _ - _ - i 4 - level pathway Yluminatlon Including stein. Typical applications Include - - - - - - bulldlrg.mrancaS, muhFuas facilities, aparonant buildings. Institutions. - - - - - - _ - - fi -- - - -. - - r- sohods, stairways and loading dodo teat- - 10.9 .i.0 i.i 1.2 1.3 1.5 i.6 2.2 4.1 5.3 6.1. 2.9 1.3 - 1.1 1.1 -1.1 1.0 1.0 i.l 1.2 1.2 i.l - ? - SPECIFICATION FEATURED - - - SPECIFICATION FEATURES 3 C•natrEetleE Optical - electrical wiring comportment. - Conatroetlea Electrical arm mounting requirement table. - - - - - .9- Slim, low -profile LED design Silicone sealed optical LED - Integral lFA ebctronle drver €" � •- - Extnxlad aluminum driver LED drivers w mounted m Round polo adaptar included. For*0i -*6 with rugged one -plow, dle-c-1 chamber lmorporates a Custom hlcorponte. wrg• protedbn. l2O rNdasure thermally isolated from removable tray assembly for ease wall mounting, Specify wall mourn - i b. s- b. 6 b. 7 . 7 ��1. 6 i . 5 4 . 1 ., - aluminum hinged removable door engineered mirrored anodized Z77V 64160Hz or 347V WHz models. - Light Squares for opdmal thermal of maintenance. M277V 60l60H; bracket option QUICK MOUNT and bulk box. Matching housing reflector providing high -efficiency - - - performance. Heavy-welf, the- 347V Will or 48DV 6OW operation. ARM: Ada - - - - - - - - - styles Incorporate both. Small Illumination. Optima assembly Finish - - pock m o nt m alllym - _ - I _ . 3 I r _ _ _ cear aluminum and rrp. endor 48Mr la compatible for use with DI. pole. Quits mount arm aDde ? I b . 2 ? t.2 and medium design Tha small includes impact-raisum Craeatour is protected with a housing and diaCaat aluminum 490Y Wye systems only. Standard _ Into plea on the adapw and is I - - 0. 4 - b. 6 0. 6 0. 7 b. 6 b.5 �b. 4 i.. 2 4 . 1 ee C''W ir•i houal is mi1.Ws is 12W 18yY tampered Ina and meet' IESNA Su a,nbla TGIC carbon - - - - n9 W 9 Super neat sinks. A unique, Paten with 0-tOV dimming. Shipped sacuratl vim two Screwq, facilitating - ? 1 - - ,; (. and 26W. Th. medium housing requirements far full soon bronze or Summit white polyosyr pending Interlocking housing and standard with Eaton proprietary quick and away Installation. The • 2 I - - - - - - \, MH : 19 la availehie in 38W model. compliance. in ,even powder coat paint Super durable heat sink provides sealablHy with circuit modulo designed to versatile, patent pending, quick - - } I --- Pseemed secure lock hinge feature lumen peak ages; 5000K, 4000K and TGIC powder met point finshas F"'°' `. superior structural rigidly. 3G withstand 10W of transient line mourn arm accommodates - - - - • - - - - - - Allows for xis and oW tool -less 3000K CCT. withstand extreme climate vibration tested and rated. O - - - - - - _ b.7 b.8 b.9 i.0 8.9 b.5 b.9 i.l b.9 4`9 ; O ; 1 Optional surge. The Galleon LED luminain multiple dill patiama urging i aleddal Cunnsctionswith the - conditions while providing optimal tool4aas hardware available is suitable for operetion in 40•C from 1-1/2' to 4-7rB'. Removal suPPlied ptraMn COnnstXtHS Baal Electrical color and glass rsternlen of the for "so of entry into electrical To40C emblem environments. Of the, door Me Oquick mount - - - - - 1 - box Includes three half -Inch, NPT LED driver is mounted to the Installed life. XTOR chamber. Housing Is IP66 rated. For applications with ambient am enables wimp of the fixWn C>t�EON - - - - i . 1 1.3 - 1.4 1.5 i . i b.6 b . 4 - i 0 '3. 0 - 9 -0 - - - - _ _ C3T thrasdad cenwN shy polms. The diseast housing for optimal heat - - temperMures exceeding 4D'C, .without hung m alxxp time driver - - - - , . 0 - n . unNoraal bock box Supports both sinking. LED thermal management Warranty CROSSTO UR LED Optics - - apacwthe HA(High Ambient) compartment A knock -out enables GALLEON LED - - - ; - - y - - -PROPOSED STORAGE - - l 6 PAC CLEANOUT - F'` the email and madWm forms and ryotem Incorporates bon Flva-year warranty. - - - -).4, - r //- mpunto m standard 3.12- m 4• conduction and natural convection - - Patented, olded AccuLy option. Light Square % l IP66 round pole mounting. - - - - - .� - 'i:• _ _ - - - �--'� MJeetiontnolded AxuLED - retell Greater then W%lumen - _ i t''t` e _ •0.4 j 0.2 round and octagonal. 4' square, m fnnsfer hem nPidy sway iron Optics technology. Opt!, are _ maintenance expected at 6Q000 Flasish - - - t-10 Light Square _ _ _ - - 1 1. 6 1 . 8 1. 8 1. 9 *1. 3 b . 6 0. 4 ,'. 0 2.8 J 3 ° single and ressun unction 1h. LED courm. 12W 18Vy 261N g gang rY l APPLICATIONS: precbely designed to shape hours. Available In standard 1A Housing finished In Super durable Solid Sys l� _ - - - - - - • bozo Key hol. gasket allows and 38W series operate in 40•C to - WALL! SLo1FACi thtf dlstribulbn maXlmidng - drive current and optioned WOmA, TGIC polyester powder twat Point, j.3 i _ - t.7 b . 9 - - for adaptedon m junction box or 40'C 14VF m f04'Fl. High ambient POSTI BOLLARD efficiency and! application spacing. SODnIA and 1200mA drive currents 2.6 mH nominal thickness for - - - - - - i wall. External fin design extract. 50•C models evailoble. Q o otour low LEVEL A= ED Opdca caste on -latent (nomlrw).superior protection against fade AREA/SRE wMINar1i - - 1. 9 � . 2 � . 1 t1 . 0 1. 3 b_ 5 _ - �0. 4 - b . 9 � . 4 . 6 �2 . 7 i _ i ! ° j - - heat from the fixture surface. On► luminsiro maintain greener than - - FLOODLIGHT - dlstrlbutiunswhh the ratability - and wear. Host sink Is powder - - -- - - - - - _ _ - - pis. siliconegaskalstela door - 89% of initial light output after NVL4m m reset customized eppliceton Mounting - coated black Standard housing - - ( - - - - - / - - - - I I and book box Mlnlmum 5' wide 72,000 hours of operation. Three - SITE LIGHTING - - - - . 2 - • i i requirement.. eteederd - STANDARD MOUNT: colon!nclude black brorua. grey.. - - I ji (� - - 1. 3 t b. 8 - - - - Pole for cep go 1.0 appiloodon. hag -lac h NPT threaded conduit - - in 4011OK NL 276K) CCT 70 CRI. Extruded aluminum arm includes white, dark platinum end r - - ? (�)#'r- .7r 1. 4 b . 6 b. 4 b . 8 1. 4 1. 4 1 . 4 Notremmmend.dmroarwa.h entry points allow for thru-branch - P graphite ., I t2.3 2.7 - - ° Optional 3000K, b000K and 6000K Internal lwk guides allowing for metallic. RAL and custom color _... N ._ aPPllatlom. wiring. Back box le an authorized - - - - - - - - - - - - I 1 C - SLC - (2) #8 #8G SLC - CCT. way positioning of fixture during matchea a h.bla - - - - n 1 - - ! ! - mounting. When mounting two .2 3 _ p 1 N� - p 3. 9 1. 9 or mors kiminsims at 90' and Narraety - - ).0 '1. - %3 i.5 b.6 b.9 - b.6 b.7 0.7 b.5 MH : 1 8 _ MH : 1 $ - - i ! , ! - - - - - 120• apart She EA extended arm FNo-ywr wammy. - - - - ;_.. ._� 0 - DIMENSIONS ESCUTCHEON PLATES - - - - - may be required RafEr to the - •��_ L.• ? - I ! I 4 LA-59 1.4 ` 1.6 I ow.low. 2wr - - - _ - _ - j, t3.5 -.5.0 - i.7 b.6 0.9 b.4 b 4sub.- _.0.2 - P9W1171m 4 - DIMENSIONS (YI��//Il A RP-1)- _I r?mtmml urn LM slam-7-1 nrrdg _ BB *3.8 t3.5 3.2 i.7 --b.6-_boa b-.4 b. b.z 5.2 o • J CERTIFICATION DATA J 1 _ ? _ - _ _ . 5 MH : 25 -\� _ _ - - - 1 ? L__ L n,rrMNmml� I _ _ _ _ - I - - ? 3.7 `3.0 t3.1 -t1.5. !I 6 .4 b.4 b.4 - b.3 - b.2 I - _ - - t2. i.9 - - - CERTIFICATION DATA !,1, J I NOM Cx,pYeN Models LKAIA Wet Laos lan Wed - ).3- L---,sw.,aw,aaw� L,IYK,eW,asry IFMIrlreeeedPra•dI-RA d - : - L90Wall - - - - ! - - - - - - .0 t1.6 • LM7stLMasrarnplMl 52.9 T2.6 t2.6 - `4.1 i.-4 b.6 b.4 b.7 b s b.7 b.6 saN•n4ermg sae•Ivmml - - rdlsacompY.N -A• aa4•tMoeunl 'a•� 2cvwWenn..a - - --- _ - _. __._. PROPOSEILE.UIL.I?TNr _ I ::•0 - asw asv Owie,lgbl-CereorMrnt-Ouefired' - - - - 2 - - - ? - 31 000 SF - I - - I -) aAe•Itleaw4 4'It02r.N - DIMENSION DATA DRILLING PATTERN �R•s• - - - - - TECHNICAL DATA 17.1,r - WC M&W-no Amhara Tempua➢aa 1446nar0 Gdmwsupplrwk%o W'CM.rxw EPA et.drs fto(.Md Awe 1Sq. Ftk MOR1R MIM7h M11R211 34 X70R4a.a4k SHIPPING DATA: - - 10'pl4rnml - - Apr.&- Net Weleha W-L26 Da 113-2A IBM 'r .1.Usle IMmMrd sgarw Tr WytY s, OPtlrr1, sAthAIAwwo- wM M,• . Aom LrrSe L-ok tans IS, FL) 1� ts-Vr r Ir Xf 0-M (294mm1 (17amml 1254" (I10Yae.) 54 214W r W M all (64a,nm) (»amm1 Us4n.n) t2a.Dko. 7-8(702.,sl ssae• T 1117N1m) IV 13301.4 ep too, tor P1p Warr 1M as 1.12 0117mm1 117amed 14yrr.N 12eakpj Deel(Mlphy r4ln.tYiolw Ou.allyd' - _ - ' - �I. Tyra•R• - FFE=28.5' - ars•TIemm, ENERGY DATA - - - - ' t1.1 T .4 2.2 - r2.0 i.3 b.6 b.9 b.9 i. i.4 i.2 - _ ! p 01-tor aseardsLID OrNr - - ` - - - - - - - H di1 8 - 11 f - .0 ' 1.18 1.9 Nlmmi Ibl• w.arewr FaN« - - _)3- 24NR4eWwrr °:mnian j- - _ 1 .7 i.9 1.9 1.9 1.3 - b.6 b.4 1.1 2. - .5 � .4 • j.0 rr marNcd IMv_zrry SOON" - - - - EXISITING STO GE PL S1 - - -}4 BUILDING ---.. L..mml 41c as.. Trcpxs e. 4 ! 11 s @1 Diallo4errklml M'c M�a. renWMXa. I"Galay - - 1 _ ...-7- .3 1 - �els. F.F. 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C.I r Now"Cara« Opt -(AM.. llo v) AeN.ri.(0Nr Sµbre,alvl XIM,S-S.oll Dmr, 12W IaLxrfadaMWhib Mlokl-Wb-Bans PCII-M rmtl 1120Ve YYOIXTOR.W.Guard- - XTOR2a.Sn 0-, 1SW iff-brdL Was (MxWudl PC2.Phpmrolwoi 200-2m- WORFDKNO.Kmkx, P-a!idt,Pal- ax MOR18.5moND,26W w.Nrraalw"Waxos Wrsummk vmw a7 "N'2V• MOR TAN.T,uni-RM OavM Inn - XrOR4a.Med'rm0o«.seW V-W&. biy 01t 700 aK'MeaY NA.WC Wph AmhioPt X0RFLDJN0-IVri(n k1*R-MUNG.&moat Whko• a2-Brorw XTdMLD-TRN-WT T-Im R'"iuhl Kit 6ammk whta• AP -Grey EWNXroR.Eea -WN Pica, Oct- a.- Wr-3NphtlsM.tsa4 E IMgkWrrtwaeuw"[Matk Su kWhhe - - OF6Drk Pkou,m Coss aria.ally.Ca�aw•baaensCeY.i.CfamnalC9..i,drtlMLr,w,L•M1 orb w.twiW:aelYM bd+a1. - aNwbrsari..mar.r� - - - aarrrnb>m..rr - - ♦1,rvtr.WWbc .vrrrwMllarpwr MnxK ngna:w«.u.w.aw.rawernwx.ko.er.. - [tor•Nrebwryrrar,ewnl N-b w.IlhaxMlnwer,re:a - aRrealpTtr•s•••urn•::erL•ewunw.,,wpO+Gxwnran(MNlkw wwivauwwwx, ra rueauq. x:pe.N.cn. - STOCK ORDERING INFORMATION IrW lied. low S.I. - 2relsail.e saw stories - MORS-12W.6000K,Crb-11- XTOM-I9W,5MK,Carb-R- MORIB-26W 6000K, Carbon Saran. XTOR45-eeW,6DOWCarbon It- XTONIS-Wi_I2W, Was, S-11 Whit. XTCRM•W-io W, Woor, emin Son. XTOR2B-W-2oW, BOOK, Carbon Breit. XtOR40-Wd9W, 46°OK, Careen Wan. MDIlta4•C,-11W, Mac 120v PC, Carbon Sr- XTONa-WT lest, IOOOR, SumrNl WhIts XTINOWWT-26W, 600eS Summn Mks X10RN-Wf-30W. 6010K, Summit WNN - MOBID.W.12W,4000r,Urbmlim. XTORWPCI.uW, 6000K, 12OW PC• C.'W. S .- - MORSB-PCM26W, 6000K, 120V PC• Corb.n Brn,za XTOBN-POUSON, WOW. 120V PC, C+rban Bran. XTORIS-1,04-cw2w 4000K. Inv PC, Orison Brow XTOR29-1N -M. 4000K, 120V PC, Croon IV... - - - X10II411-w-0cl.9BW. 4000K. 120V PC. Orison lk- PrsRstRNfrt' Ught"bs � �squrw• LWTYW V-NW OIMrMYM - Color Nba.Ona G1101"ar- A -IAD," al-, 120-SoYd SLI- Rulia'UN 72=r"0 A"M - pbw VA -for hpmd« Guns asd Llyn T2MNnp 2A-a4N• TDI.hMa P.-docy SZ_Ik . liquor. POPMae aw Sad Dixkn a10-OW ra-TypeN Tjakw•W It."" TIFT=Tpa N Po-Tsa- SK.elad Dr=Dad A.M.. 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NobNa.en wile nnr.e,eYa4 UNIL - - - _ _ - ..a.7+r'r'mn u2.au,w.��me4adxnnwb..n.ueNlw.,.n1.:r+.rwmw wa..nwwnp r.N.l.rrl - _ ' s .cure r eu.N.wdra.LxxMaN6a M[rorLR!«rEl7w •r.A.wbrr a77xwa FLUM f ! i 1 I; PANEL PLAN .o H; ( i L� ° D R A I N A G E R E T E N T I p N I 1121 Hbire XaoM - Duos c i ym4yM Bre, - _ - ? iTe Marx Dln Gh}72M Sn,dlw.n'N - 7'DI14013EN - I�e - N,m CrW20Ma Aar-ned,irrretY:i A+� s�::.yr.am more - _ 2017-07di t231:i! Nos/9domNWlWi....... mEMON - TDSOWfOEN �I t - -- a;mb P .....1 1 N BACKFLOW -.wr.rmnM+erwW.wmoa 2e.aF2.1i3,95 - 1 Ij /._ o PREVENTOR x1 2-611 k-ANITARY PIPON COCRETE �m -.1-1/2N UNDERGROUND CONDUIT b l� ' 1 r FOR FUTURE MONUMENT SIGN FIRE HYD N£-- �• �-.. - o ••Drawing Not to Scale- I C WP r d - MAILBOX .0 I I 321 I �r RC �- IRRIGATION r7 (� iN CONTROL VAVLE % T- ,- -•�- �-.-1-._ ------ -.. _._ __ ___ _.___-_-__`_ �-, --- _ ,---STOP � : SIGN CR1__.; , t E SIDEWALK RECLAIME& - -_ -- - ---- , � - _-�.-.-�----_�-------_____ RECLAIMED Tapered 2 yw x s+ WATER MET � R '� -- 2 2I8" x 6■ Hollow Core + \` \ WATER VAVLE Gely. Tenon a Note 5180 Ground Entry Hob t 3.0 GAS LINE 7?1 ?i Lug Bait are" MARKER `, t_--I ,' �•-��-�) r ) Pole Butt Pots Tip - CO CRETE DRIVE 7.2" I SeminolePole incorporated° Web: iNvow.6amiralepole.00m Email: samslolepolefaserthlink.net Tol Fm# 856.246.5545 Farr« 229.624-2868 (T I (� 62a 25• WEST BOUND LANES rn _ - y r r ` . r . v , v r• r L� L 1 . I V - 1 l-- 7 1 1 7 - � E$ �� SCALE: 1 N = 30 a- ON Issue Date Drawn By Checked By 10/16/17 SR DDA PROPOSED POWER COMPANY METER LOCATION 800A USED SERVICE DISCONNECT PLAN KEY NOTES: (j 1. DUCT SMOKE DETECTORS IN MAIN SUPPLY & RETURN DUCTS AHEAD OF ANY BRANCH DUCTS ARE PROVIDED AND INSTALLED BY FIRE ALARM CONTRACTOR. ACTIVATION OF DUCT DETECTOR SHALL COMMUNICATE A SUPERVISORY SIGNAL TO BUILDING FACP & SHUT DOWN RESPECTIVE UNIT. 2. PROVIDE A 208V, 30 ELECTRICAL CONNECTION TO CAR—MON EXHAUST FAN. VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS AND FINAL PLACEMENT/ROUGH—IN OF CAR—MON SYSTEM VENDOR. OVERALL ELECTRICAL PLAN Z 0 SCALE: 1/16'=1'-0' 32 Owner. MCKEE CONSTRUCTION Co. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26MI097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP 8c STORAGE BUILDING 3710 WEST 1 ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. (I Drawing Title: 11 OVERALL ELECTRICAL PLAN II Revisions: 11 12/11 Issue Date Drawn By Checked By 10/16/17 SR DDA Certified By: ,A N C.A. No'2 1365!~f? AU MVER DRIVE i OR4$ FL.32828 ph7rC;431 ..p faxes T.j 7•$d43 2 errrsii'tlar' I -e r ; C: fYl . v Cn rrWs D. Adams, P.E. (` f, FLi'E.�1Q,,5,3236t -�� Drawing Number. E1'01 Project Number. 17002 Owner NOTES: 1. CONNECT ALL EMERGENCY LIGHTS & EXIT SIGNS AHEAD OF ANY AUTOMATIC SWITCHING ARRANGEMENTS. 2. TRACK IN FRONT OF MURALS AND DISPLAYS WILL BE MOUNTED 4' FROM THE WALL. 3. TRACK LENGTHS AT MURALS SHALL NOT EXCEED THE LENGTH OF THE MURALS. FIELD CUT WHEN REQUIRED. PLAN KEY NOTES:O 1. CEILING MOUNTED OCCUPANCY SENSOR. DUAL TECHNOLOGY. 1000 SF COVERAGE AREA. PROVIDE WITH SWITCHPACKS AS REQUIRED. GREENGATE OAC—DT-1000 2. WALL SWITCH/OCCUPANCY SENSOR. PASSIVE INFRARED DETECTION. SINGLE POLE OR 3—WAY. SET DIP SWITCH TO MANUAL ON MODE. GREENGATE ONW—P-1001 3. AFTER HOURS OVERRIDE SWITCH. PROGRAM RELAY PANEL TO OVERRIDE AUTOMATIC SHUTOFF FOR (2) HOURS OR LESS. GREENGATE GMDS 4. PRE A 208V, 30 ELECTRICAL CONNECTION FOR 1 F 4TURE INDUSTRIAL FAN AND VFD. VERIFY AND NATE EXACT ELECTRICAL REQUIREMENTS AND FINAL PLACEMENT/ROUGH—IN WITH VENDOR. DESIGN BASIS: BIG ASS SOLUTION PFX3-18. 5. TRACK LIGHTING CURRENT LIMITER 960 WATTS END FEED. JUNO TCLCB 8A BLCK 6. TRACK SHALL BE MOUNTED AT 9'-6" A.F.F. UNLESS OTHERWISE NOTED. 7. CONTRACTOR TO PROVIDE AND INSTALL 2 SETS OF LED STRIP LIGHTS AS SHOWN. LED STRIP LIGHTING SHALL BE MOUNTED SUCH THAT THE FIRST SET WILL BE MOUNTED HIGH IN THE TOWER AND THE SECOND SET SHALL BE MOUNTED LOW IN THE TOWER. REFER TO ARCHITECTURAL DETAILS FOR EXACT CONSTRUCTION AND MOUNTING METHODS. ENLARGED LIGHTING PLAT z 0 SCALE: 1/8"=1'—O" 16 MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26MI097 @Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1 ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope I indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 1 Drawing Title: 11 ENLARGED LIGHTING PLAN Revisions: COORDINATION 12 11 17 Issue Date Drawn By Checked By 10/16/17 SR DDA Certified By. E0LEA ENGI IE �6RIN C.A. No.2784 \\tnnyy����jj !/7 f��� 13651 C 1"S�\$ `RIR DR*E ORLANEiO{ .328Y phoned 2.71- 3431 fax: A 3 emalL W r- 0!' —� 0��1�W�:'�i anus D. Adams„ E. �L•PE No. 53236 / 1 Drawing 'HUdbir. E201 Project Number. 17002 Owner: NOTES: 1. CONNECT ALL EMERGENCY LIGHTS & EXIT SIGNS AHEAD OF ANY AUTOMATIC SWITCHING ARRANGEMENTS. 2. TRACK IN FRONT OF MURALS AND DISPLAYS WILL BE MOUNTED 4' FROM THE WALL. 3. TRACK LENGTHS AT MURALS SHALL NOT EXCEED THE LENGTH OF THE MURALS. FIELD CUT WHEN REQUIRED. PLAN KEY NOTES: G) 1. CEILING MOUNTED OCCUPANCY SENSOR. DUAL TECHNOLOGY. 1000 SF COVERAGE AREA. PROVIDE WITH SWITCHPACKS AS REQUIRED. GREENGATE OAC—DT-1000 2. WALL SWITCH/OCCUPANCY SENSOR. PASSIVE INFRARED DETECTION. SINGLE POLE OR 3—WAY. SET DIP SWITCH TO MANUAL ON MODE. GREENGATE ONW—P-1001 3. AFTER HOURS OVERRIDE SWITCH. PROGRAM RELAY PANEL TO OVERRIDE AUTOMATIC SHUTOFF FOR (2) HOURS OR LESS. GREENGATE GMDS 4. PROVIDE A 208V, 30 ELECTRICAL CONNECTION TO INDUSTRIAL FAN AND VFD. VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS AND FINAL PLACEMENT/ROUGH—IN WITH VENDOR. 5. TRACK LIGHTING CURRENT LIMITER 960 WATTS END FEED. JUNO TCLCB 8A BLCK 6. TRACK SHALL BE MOUNTED AT 9'-6" A.F.F. UNLESS OTHERWISE NOTED. 7. CONTRACTOR TO PROVIDE AND INSTALL 2 SETS OF LED STRIP LIGHTS AS SHOWN. LED STRIP LIGHTING SHALL BE MOUNTED SUCH THAT THE FIRST SET WILL BE MOUNTED HIGH IN THE TOWER AND THE SECOND SET SHALL BE MOUNTED LOW IN THE TOWER. REFER TO ARCHITECTURAL DETAILS FOR EXACT CONSTRUCTION AND MOUNTING METHODS. ENLARGED LIGHTING PLAN Z0 SCALE. 1/8*=l'—O* 16 6 MCKEE CONSTRUCTION CO. 135 West OwN BMd., Site 340 Orlando, Florldo 32801 TEL 407—MIGI36 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE J� BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: 11 ENLARGED LIGHTING PLAN Revisions: Issue Date Drawn By Checked By m/is/n 10/16/17 sa SR oon DDAIC Certified By. C.A. No. 2 �c ' 13651 CRY �`'�L RIVER DRIVE •. � i ORLAN0��` 1. 3� phones 27�34 • a fax: (d07)2T 3f{3 •'.S' email �Jg�EL$tc�Epr-engr�om_ ;;' .Da D.,A ams, .E..,:.�,� Drawing Number. E202 Project Number: 17002 Owner. NOTES: 1. COORDINATE ELECTRICAL REQUIREMENTS WITH NAMEPLATE DATA & INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. 2. FINAL LOCATION OF OUTLETS SHALL BE COORDINATED WITH OWNER DURING WALK THROUGH AFTER ROUGH IN IS COMPLETE. 3. AT LEAST 50% OF ALL 125 VOLT 15 AND 20 AMPERE RECEPTACLES INSTALLED IN PRIVATE & OPEN OFFICES SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE IN ACCORDANCE WITH ASHRAE 90.1-2010, SECTION 8.4.2 PLAN KEY NOTES: 0 1. COORDINATE EXACT ROUGH —IN LOCATION IN FIELD WITH ARCHITECTURAL, FURNITURE AND MILLWORK DRAWINGS. 2. SP— CEILING/POWER PACK CONTROL, SIMILAR TO ACCUITY CONTROLS SENSOR—CM—PDT-9 AND POWER PACK—MP-20. CONTROLLED PLUG MUST BE IDENTIFIED EITHER THROUGH THE USE OF AN IMPRINTED RECEPTACLE OR WALLPLATE DECAL. 3. PROVIDE 208V, 10 ELECTRICAL CONNECTION TO TWO —POST FLOOR PLATE LIFT. COORDINATE EXACT ROUGH —IN LOCATION AND REQUIREMENTS WITH EQUIPMENT VENDOR PRIOR TO ROUGH —IN. ENLARGED POWER &SYSTEMS PLAN 0 SCALE: 1/8"=1'-0* 16 MCKEE CONSTRUCTION CO. 135 west Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1 ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Drawing Title: 11 ENLARGED POWER & SYSTEMS PLAN Revisions: COORDINATION 12 11 17 Issue Date Drawn By Checked By 10/16/17 SR DDA Certified By. C 411IF A R .0 C.A. Nq��27, !r aft e 13654`C TAL RIVER DFZI / r ORILAIPb; fiL. 32828 i phpn** 407)277-3431 0 fix: ,lidQ9 2 -8343 rn . eda m z ,Qarius D. Adams, RE.Cq` C PE.No.53236 Drawing Number. E301 Project Number. 17002 Owner. NOTES: 1. COORDINATE ELECTRICAL REQUIREMENTS WITH NAMEPLATE DATA & INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. 2. FINAL LOCATION OF OUTLETS SHALL BE COORDINATED WITH OWNER DURING WALK THROUGH AFTER ROUGH IN IS COMPLETE. 3. AT LEAST 50% OF ALL 125 VOLT 15 AND 20 AMPERE RECEPTACLES INSTALLED IN PRIVATE & OPEN OFFICES SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE IN ACCORDANCE WITH ASHRAE 90.1-2010, SECTION 8.4.2 PLAN KEY NOTES:0 1. COORDINATE EXACT ROUGH —IN LOCATION IN FIELD WITH ARCHITECTURAL, FURNITURE AND MILLWORK DRAWINGS. 2. SP— CEILING/POWER PACK CONTROL, SIMILAR TO ACCUITY CONTROLS SENSOR—CM—PDT-9 AND POWER PACK—MP-20. CONTROLLED PLUG MUST BE IDENTIFIED EITHER THROUGH THE USE OF AN IMPRINTED RECEPTACLE OR WALLPLATE DECAL. 3. PROVIDE 208V, 10 ELECTRICAL CONNECTION TO TWO —POST FLOOR PLATE LIFT. COORDINATE EXACT ROUGH —IN LOCATION AND REQUIREMENTS WITH EQUIPMENT VENDOR PRIOR TO ROUGH —IN. ENLARGED POWER &SYSTEMS PLAN 0 SCALE: 1/8`_—V-0" 16 MCKEE CONSTRUCTION CO. 135 west CaiW 611W., Suite 340 Orlando, Florida =1 M- 407.3U6136 M26MIO97 aCopydght 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1 ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED POWER 8c SYSTEMS PLAN Revisions: Issue Date Drawn By Checked By 10/16/17 SR DDA 10/16/I] SR BY DDA By Certified By. C.A. No,. 7�2� 1365,'F TAL RIVER DRiYg r!, O F�. 828 P 40 7 3431 fait (4. 7F�343 emii Idetau gr... r � gariwQ . A ams, P. �`<<'FL PE•Pla•532$fA �' Drawing Number. E302 Project Number. 17002 Owner. MCKEE CONSTRUCTION CO. PC' 135 West Central Blvd„ Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M126001097 aCopyright 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA 32�46 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED MEZZANINE PLAN Issue Date Drawn By Checked By 10/16/17 SR I DDA Certified By. 4, ,! E > kJVG C.A. No.�i 13651,,L�� RIVER DRIVk OR ", a28 ..• O phonbX 07P7-3431 ; -y fax^ (407)Z-##-' 43 ? e.MVEad mu -(ear _ .coi —Z _ `Darius A. Adams, P.E' PE No, 53�3f (3 Drawing Number. E401 Project Number. 17002