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HomeMy WebLinkAbout3795 Correia Dr (2)} BUILDING DATA: CONDITIONED OFFICE SPACE 3500 /100 = 35 PEOPLE HAZARDOUS WAREHOUSE SPACE 6500 / 500 = 13 PEOPLE HAZARDOUS CONDITION MEZZANINE STORAGE SPACE NON HAZARDOUS CONDITION MEZZANINE STORAGE SPACE COVERED ENTRY TOTAL AREA TOTAL OCCUPANCY 3100 / 500 = 6 PEOPLE 3500 / 500 = 7 PEOPLE 208 N/A 16808 SQ. FT. 61 PEOPLE OCCUPANCY CLASSIFICATION: MIXED BUSINESS OFFICE GROUP B HIGH HAZARD GROUP H-3 CONSTRUCTION TYPE: VB FIRE PROTECTION: SPINKLED BUILDING OWNER TO PROVIDE MSD SHEETS FOR FIRE SPRINKLER CO PLUMBING FIXTURES EXCEED REQUIREMENT PER TABLE 403.1 FLORIDA BUILDING CODE 2017 6TH EDITION PLUMBING GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE 6TH EDITION AND THE 2014 FLORIDA BUILDING CODE ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS: SLAB: LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD - 20 P.S.F. DEAD LOAD - 10 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA BUILDING CODE 6TH EDITION SECTION 1609.1.1. WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 SOIL BEARING & COMPACTION: COMPONENT & CLADDING WIND LOADS ALL OTHERCOMPONENT BUILDING ROOF OVERHANG ZONE LOADS LOADS 1 N/A +32.3/-35.3 2 -65.7 +32.3/56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-36.2 5 N/A +35.3/-47.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM . THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING_ ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS & SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM PM OF 1,500 P.S.I. MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3W, PLACED AT AN 6 TO 11 INCH SLUMP AND HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. ( WHEN TESTED PERASTM C-1019) . PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN) N CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMi T ICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR 10 THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL_ INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING & COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE %-TREAI ED ( INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TC EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) . ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/6 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL- SECTION R306: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (Z GLAZING INDOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. B) BOTTOM EDGE LESS THAN 16 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. PACKAGING FACILITY FOR PROFESSIONAL HAIR LAB CORNER OF TRUMP PLACE AND CORREIA DR. ZEPHYRHILLS, FLORIDA LOCATION MAP PLAN TO COMPLY WITH FLORIDA FIRE PREVENTION CODE 6TH EDITION CONTRACTOR PROVIDE SIGN DESIGNATING IF FRAME CONSTRUCTION ROOF CONTRACTOR TO PROVIDE TACTILE SIGNS AS REQUIRED INTERIOR FINISHES TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY" SPRtNKLERED' NONSPRINKLERED GROUP Interior exit stairways and ramps Corridors and enclosure for exit Rooms and Interior it stairways and Corridors and enclosure for exit Rooms and and exit passageways' access stairways enclosed spaces` ramps and exit passageways" access stairways enclosed spaces` and ramps and ramps 4 I& .4 2 _ B B C A Ad B` B.FMRI B C C q........... B ! C --- — H B P C- A A B _ S- I2 B B Bh' A A B I-3 A A' C A A B I-4 B B B- A A B C R-3 C C C C C C _ S .w C C C ..._ B B C C:= No restrictions N(� restrictions For SI: I inch = : 5.4 ntm, 1 square foot = 0.0929mz, a. glass C interior finish materials shall be permitted for wainscotting ur paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible b ase and fireblocked as required by Section 803.13.1. b. In other than Group I-3 occupancies in buildings less than three stories above grade plane, Class B interior 5ni h for nonsprinklered buildings and Class C interior finish for sprinklered buildings shalt be permitted in imenor exit st,,urways and ramps, c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing pau-dtions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be cons4cied one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Lobbv areas in Group A- 1, A-2 and A-3 occupancies shall not be less than Class B materials. e. Class C interior finish materials shall be permitter) in places of assembly with an occupant load of +00 persons or less. f. For places of religious worship, mood used for ornamental purposes, trusses, paneling of Chancel furnishing shall be pec'4titted. g. Class B material is required where the building exceeds two stories. h. Class C interior finish materials shall be perritted in administrative spaces. i. Class C interior finish materia's shall he permitted in rooms with a capacity of four persons or less. j. Class B materials shall be permitted as wainscotting extending not more lion 48 inches above the finished flour in corridors and exit access stairways and ramps. k. Finish materials as provided for in other sections of this code. i. Applies when protected by an antom2tic sprinkler system insfnfled in accordance with Section 9t)33.1. i or 903.31.2. RESTROOM FINISH NOTE: WALLS: TO HAVE A SMOOTH NON ABSORBENT MATERIAL MINIMUM 46" ABOVE FINISH FLOOR FLOORS: TO HAVE A SMOOTH NON ABSORBENT MATERIAL w SITE LOCATION >Fi 11.D11Nia Q Y� L PLAN INDEX: SITE PLAN BY OTHERS FIRE SPRINKLER PLAN BY OTHERS SHEET B 1: MAIN LEVEL FLOOR PLAN EXTERIOR DOOR AND WINDOW SCHEDULE INTERIOR DOOR AND WINDOW SCHEDULE INTERIOR BOX BEAM DETAIL INTERIOR STEEL STUD WALL DETAIL SHEET B 2: MEZZANINE FLOOR PLAN SHEET B 3: EXTERIOR ELEVATIONS SHEET B 4: BUILDING CUT SECTION "A" BUILDING CUT SECTION "B" SHEET B 5: FOUNDATION PLAN FOOTING AND PAD DETAIL SHEET B 6: ENGINEERED FLOOR TRUSS PLAN WAREHOUSE STAIR DETAIL SECTION ENTRY S-1 DETAIL SHEET B 7: FIRE WALL DETAIL SHEET M 1: MAIN LEVEL HVAC PLAN MEZZANINE HVAC PLAN SHEET M 2: HVAC SPECIFICATIONS HVAC DETAILS SHEET E 1: ELECTRICAL DRAWINGS SHEET E 2: ELECTRICAL DRAWINGS SHEET E 3: ELECTRICAL DRAWINGS SHEET E 4: ELECTRICAL DRAWINGS SHEET LS: LIFE SAFETY PLAN SHEET P 1: PLUMBING FIXTURE LOCATION PLAN SANITARY DRAIN LINE PLAN SHEET P 2: COLD WATER RISER DIAGRAM HOT WATER RISER DIAGRAM SANITARY RISER DIAGRAM ADA FIXTURE DETAILS PLUMBING SCHEDULE HANSON & HEADLEY PROFESSIONAL ENGINEERS ENGINEERING BUSINESS NO. EB6450 ARKAY ENGINEERING INC. structural en ineere PO BOX 1728 5290 S. ROMANS AVE. g DADE CITY, FL 33526 INVERNESS, FL 34452 1958 E. Edgewood Drive, Lakeland FI 33803 (352) 521-5848 (352) 726-2332 r phone 863-688-6500 Fax 863-ASS-fo��Z State of Florida Certificate of Authorization M EB6341 Richard L Kiddey P.E. - Florida Licenee • 31296 ARKAYO 17915 jr 0 ro 8" X 24" X24' COLUMN WI REBAR POU PSI CONCRE LOCATION P-1 5.25"X 5.25" PSL POST IN WALL AT 2 LOCATIONS IN WALL UNDER STEEL BOX HEADER. STRAP HEADER TO POST WITH 1-SIMPSON LSTA24 FLAT STRAP WITH 1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST P-2 7"X 7" PSL POST IN WALL AT 2 LOCATIONS IN WALL UNDER FLOOR GIRDER. STRAP GIRDER TO POST WITH 1-SIMPSON LSTA24 FLAT STRAP WITH 1/4"X1" SDS IN GIRDER AND 10DX1 1/2" NAILS IN POST P-3 5.25"X 5.25" PSL POST IN WALL AT 3 LOCATIONS AS SHOWN WITH BOX BEAM HEADER. STRAP HEADER TO POST WITH 1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST. EXTERIOR DOOR AND WINDOW SCHEDULE CALL OUT DESCRIPTION FRAME GLASS HARDWARE 6'0"X8'0" STORE FRONT DOORS TINTED KEY CYLINER EXTERIOR WITH THUMB TURN INTERIOR A WITH 3'0"X8'0" SIDELIGHT EACH BRONZE INSULATED ACTIVE DOOR - EDGE BOLTS INACTIVE DOOR- PUSH BAR SIDE ALUMINUM U-VAL = .45 MIN EACH DOOR- DOOR CLOSURE EACH DOOR- ADA SILL WIND PRESSURE +34.40 - 42.10 SHGC = .35 MIN TINTED B 60"X60" TEMP GLASS BRONZE INSULATED N / A 60"X36" TEMP GLASS ALUMINUM U-VAL = .45 MIN WIND PRESSURE +36.80 - 46.80 SHGC = .35 MIN C REMOVED 36"X60" TEMP GLASS BRONZE TINTED D 36"X36" TEMP GLASS ALUMINUM INSULATED N / A U-VAL = .45 MIN WIND PRESSURE +48.30 - 51.40 SHGC = .35 MIN E 10'0"X10'0" OH DOOR N/A N/A N/A WIND PRESSURE +30.60 - 36.80 3'0"X8'0" STEEL DOOR METAL N / A 4 - 4.5 HINGES - ADA LEVEL KEY LOCK F WIND PRESSURE +36.80 - 46.80 DOOR CLOSURE - ADA SILL TINTED G 64"X72" TEMP GLASS BRONZE INSULATED N / A ALUMINUM U-VAL = .45 MIN WIND PRESSURE +35.6 - 44.70 SHGC = .35 MIN ALL HEAnERS ABOVE OPENINGS NOT MARKED TO BE STEEL BOX BEAM HEADER WITH TRIPLE STRUCTURAL STEEL STUDS AT EACH. STRAP HEADER TO POST WITH 1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST. USE BOX BEAM HEADER FOR APPROPRIATE WALL MAIN LEVEL FLOOR PLAN 3/1611 = 1' 0" INTERIOR DOOR AND WINDOW SCHEDULE CALL OUT DESCRIPTION FRAME HARDWARE 3- 4.5" HINGES 1 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER PASSAGE LOCK 6 PANEL HARDBOARD DOOR FINISH TO BE CHOSEN BY OWNER 6- 4.5" HINGES 2 DBL 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER PASSAGE LOCK ACTIVE DOOR 6 PANEL HARDBOARD DOOR ASTRICAL WITH EDGE BOLTS INACTIVE DOOR FINISH TO BE CHOSEN BY OWNER 3- 4.5" HINGES 3 30X70X1 3/4SOLID CORE '"'" " METAL ADA LEVER PRIVACY LOCK 6 PANEL HARDBOARD DOOR FINISH TO BE CHOSEN BY OWNER 3- 4.5" HINGES 4 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER KEY LOCK 6 PANEL HARDBOARD DOOR FINISH TO BE CHOSEN BY OWNER 5 18"X84" TEMP FIXED GLASS METAL N / A INSTALLED 12" A.F.F. 3- 4.5" BB HINGES ADA LEVER KEY LOCK 6 3'0"X7'0" X1 3/4" 120 MINUTE 120 MINUTE FIRE DOOR CLOSURE FIRE RATED STEEL DOOR RATED METAL ADA SILL FINISH TO BE CHOSEN BY OWNER 7 48"X54" TEMP FIXED GLASS METAL N / A INSTALLED 42" A.F.F. 6- 4.5" HINGES ADA LEVER PASSAGE LOCK ACTIVE DOOR 8 DBL 3'0"X7'0" X1 3/4" 120 MINUTE 120 MINUTE FIRE ASTRICAL WITH EDGE BOLTS INACTIVE DOOR FIRE RATED STEEL DOOR RATED METAL DOOR CLOSURE BOTH DOORS ADA SILL FINISH TO BE CHOSEN BY OWNER 9 10'0'X8'0" OH DOOR N/A N/A ' 5/8" 18 GA TOP AND BOTTOM TRACK 2- 12" 18 GA STRUCTURAL STEEL STUD #8X1 SDS 6" OC AT EACH SIDE 3 5/8" BOX BEAM HEADER NOT TO SCALE 5" 18 GA TOP AND BOTTOM TRACK 2- 12" 18 GA STRUCTURAL STEEL STUD #8X1 SIDS 6" OC AT EACH SIDE 6" BOX BEAM HEADER NOT TO SCALE 0 SUSF STUD TO EX TO BOTTOM O MINIMUM 3 5 fO 0 o 110, 1/2" GYPSUK O SECURE STL STEELTRAC THAT PENET SPACED 24" NON LOAD BEARING TYPICAL METAL STUD WALL DETAIL NOT TO SCALE 'ENDED DROP CEILING TEND AND BRACED OF BAR JOIST 8" 25 GA. METAL STUDS 16" OC I WALL BOARD EACH SIDE D WALL AT BOTTOM THROUGH (WITH MASONRY ANCHORS SATE CONCRETE MINIMUM 1" )C w a 0 z O U) w rY rn 00 00 co .- o co m M O lr-- CV eM co 00 O 010101 w m O H J Q= Q J u_ Z (D O z v� c) U) w U o Q � ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDD : ' P.E. w FLORIDA LICE E NUMBER 37296 ' I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY D1kECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 ti 00 00 z m O Q N0 Of O LL U) J_ ryN2 ^_ C L W N FOR 139 MPH WIND ZONE RISK CATEGORY 11 1 ARKAY # 17915 a u i DE51GN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED BY THE F8C 17 - 6TH EDITION IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM T14AT THESE LOADS COMPLY WITH THE REWIREMENTS OF THE LOCAL BUILDING DEPARTMENT. SPECIFIC LOADS: SEE STRUCTURAL CALCULATIONS AND FOUNDATION REACTIONS. II BUILDING RISK CATEGORY 2.000 psF DEAD LOAD 20.00 psf ROOF LIVE LOAD Yes LIVE LOAD REDUCTION ALLOWED? 5 pef COLLATERAL LOAD 0.0 psf GROUND SNOW LOAD, Pg 1.00 SNOW IMPORTANCE FACTOR, Is l40 mph ULTIMATE WIND SPEED lob mph NOMINAL WIND SPEED 78 mph SERVICEABILITY WIND .SPEED 10 yr SERVICEABILITY WIND RETURN PERIOD B WIND EXPOSURE CATEGORY t0.9 00 INTERNAL PRESSURE COEFFICIENT, GCpi Claw WIND CLOSURE CATEGORY 1.00 SEISMIC IMPORTANCE FACTOR, to 0.068 MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS, 55 0.034 MAPPED SPECTRAL ACCELERATION FOR 1-SECOND PERIOD, 51 A SEISMIC DESIGN CATEGORY 0.01 SEISMIC RESPONSE COEFFICIENT, Cs 0.072 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR SHORT PERIODS, SIDS 0.054 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR I -SECOND PERIOD, 5DI D SITE CLASS 0 RESPONSE MODIFICATION FACTORS, R-FRAMES 0 RESP. MOD. FACTORS, R-BRACING (F-SW) 0 RESP. MOD. FACTORS, R-BRACING (5-.5W) 0.01 W DESIGN BASE SHEAR 0.1 ldps LONG. BASE SHEAR 0b lips TRANS. BASE SHEAR Slog-B 0.01 W DESIGN BASE SHEAR 2.3 kips LONG. BASE SHEAR 1.5 kips TRANS. BASE SHEAR UNIT LATERAL FORCE (Fx-0.01 *W) ANALYSIS PROCEDURE ** N/A ** Seismic Resisting Systam -TRANSVERSE (R.F) ** N/A ** Seismic Resisting Systems -LONGITUDINAL (F_SW) ** N/A ** Seismic Resisting Systems -LONGITUDINAL (5-SW) It N/A a Seismic Resisting 5ysterns-LONGITUDINAL (L-EW) ** N/A ** Seismic Resisting Systans-LONGITUDINAL (i -EW) SPECIAL NOTES 1: The design, uprply, and lrratdldian details For door(s) For Metal Bulldirg Mmufacturs framed openings am by others. 2, Far macho~} supplied by Metal Building Mawfadurs, an EP sheaf EM for mmufaatune and kistdlotlm details. SPECIAL NOTES 1: Gins we rat allowed to be cut for field located framed opemhp unless approved by the agireer. Also, field located framed apmhp may cause gK sites to aaW from crigined desrgs. Z This build'rg has been designed for a wind speed of 140 mnh. It has been desigrw;d assumng any/all plating will be protected per the IBC 15 building code such that the building will randin classified enclosed. The design of the 910irg and pvoiectlan is not part of Metal Building MawfadLvse s stops of wank. FLORIDA APPROVAL NO. LOCATION TYPE NUMBER ROOF PBR 7396.6 SIDEWALL PBR 7395.2 ENDWALL PBR 73%.2 BUILDING SPECIFICATIONS 1 4 1h4 shown m these drou * hs been deei W and ddabd for the bads and medtas d1pubted by Ow bU r of catifaitioN so Any dAil ms to tlis bsldrrg qAvN nomd of arty of its unwwb or parts, modi'aatim of the MUW ad -wee, mod'rfioatkrs in cladd'rp err any other &ndiam from the wwd mndtiaa far Ouch do b m*q sydan ws deelo mry be elms a* with tm w tar appn W of a rrogistm+ed w"ed aWar a m istas! prefeesiard onpor, oe applloddethe emW bu'id'rp rrwwrFadrra (W) will assume no reepoinis'6ty Fw any of the dwpes metWW drove W poiannad without prior wft appaad by tm MBM. This bald'rg sydan has been deei W per % M9M's *ndad design and mmukdwq pratm, the 1i " buldrp c, ad the le Won of the bwld'ng node,*nmaed AK AN, ASCE, and AW5 standards. % baldiop system has also been designed in accerdoze oath all appbodala garisims of Otm blest ddlian of Mft MM &"V Sys a s Mmual. In cpplkatiars mhdrq stnaturd steel deck and dell j", ik Gob rek's adtiarm of appliubls SDI and SJI stNAIvIs, mvedivsly, um deo applied. The hB'1 does net deign or deck wMWm or am W a mffWkn *Wm for the boVill sydan supplid and b rot reeparsible for the adegmcy of spedW "Vim and aV carmonsil m mnpmab. The 6d User skald ram td adsgrate pnfirbiae ore made fer vmtildiar tardawtimr " e um mess TOM reoyi+m N& N MOM is rat reeparsble far the design, rrdsich and vu rk wmtap al' the kuno' let or the ma ww of the buldng system to the faudatim. Ww belt plms prepared by tm MM are keM to show ally bathe, ilia-Aw, and projedm of andww bags na*W to dtadr Ohs meld bolding system to the Ordatim. The and user is responsible kr aq#q the wvim of a liaaeW Rvkesiord &#w to Wkrm kundatim and kmdolim nhora0e dope The ft*ssiad tirpineer deeigriq the kmdobm sholl d tamirm the &depute andar belt mabrid type and gtida, endear bolt anbedramd, ash say asctwrge ranf'a+carrrart to aoaarrraodata tk gnar ender bolt locatims, gwdity, and donate. Unless noted Wow m the Letter of Catifadian, the buiWq system by the MBN is ewrnpt from the ASCE 1 *ulatad seen. drat I'ndldiora. The ad seer sidl issue tld all the ideriar and ads* dtodmerds ad dmWkq by others are designed to amarrrnodde adimic drift. The f BM does rot iw stigats the ir${uarce of 6s metal bslikig gskm m uWq ;wading* or i4niches. The ad user shall @papa sanin of a knout R kullord Egimw to awduda Odha such bildrgs and *troches are adegda to resid mow drift bads ar other aonddiam as a remelt of the preeaaA of the Meld 8raldhg System. The motedols weed In fabri d orr or prirwy and se=Wy steel F►aniq. members, as well as niloW aoceaaries are shown below with their mreepmdrq ASTM deeigdm *m the mnpTimoe w m t s boaq rode mmdated ad0im aF the AISC 5dsmic Provisias 6 neighed, mly eraleiab oppnand by tees Fw6ios ere used. Butt -up Sectim FWp (Fy - 55 hod); AV% AM or ABA Built-up Satim h4ekm 4 Carmdim Plates (Fy - 55 ksi); WI, AM or AB*, 1bt-rolled w-giopn (Fy - W W), MV err AM Nod -rolled C roll L-shapes (Fy - 501W); A5A or A6M- Nd-rolled Rods (Fy - 55 lot}; AN err A57$ Cold4 4mod C, 4 and Ill shapes (Fy - 55 W); ALAI or A653; Prods, A712 err A663, Gr. 50 kr Go. 24 and Wdoa, Gr. 50 for dhas; Ramd Tube A500 Gr. B (Fy - 42 W) RxtffWW Tuba AEW Gr. B (Fy - 46 W) C E*lts (Gr. 56); AM, or A572 Um, AM6 Nil" Way hn, A48 S vdird Bob, A307 Gr. A, A3Z5 4r. C, MV Gr. DN (used as rated in nod wtim) Unless noted othasuiee and except for arms swi system mrmctorae, d MW joints still be awg-'tiptdamd in acmrdm with the kw edtbn of Spea'Fa im for Structurd J*b Ueiq AM A325, or AO Bolts (RCSC). All Ale name support system g0katim shall be prate iul s roow! by f%X AD Fray fharm WW wratias use A325 bolts,, srkes anted atmnwbe. Alt and -plots msmetimm in ml l-Famed sled frarms use A35 bolts, Weis noted otionul a. All gray stneduel mwbers tee bee pairW with the mrirwm of am coat of ire +wide bdrbitve primer. All *vdwd steel meml= hove bom parried n axordmoe with Stall Strudues Pdriliill Comal *dii otiar, 56PC No. S. . Shop and floW islixtin and asockW fees roll agersm are the resposrbrlity of the axdrador, unless riled *at(,, REVIEW OA J 7CITYCI ZEPHY FIRE AND LIFE SAFETY EXAMWERp ALL RK SHALL ACED S COMPLY WITH D STANDARDS CONTRACTOR RESPONSIBILITIES The mnbeder meet soave all repined ap w* W perr* k' to projed fFan is appna As ogee+.;* n M mrrglimoa aft dl appCable lord W state loos W MAWm n acmrdara Ah tm Sec. Q of the;test *Wm of the AM Cade of Stmderd fhaib and tlm MrA Comm Wi*y Phase, m apprad $ therm dramas and mWoliars (i *W*) mrot6 *A m agreanad td tm W has on* idepmW is nipw wits of tm witnod kQj drawi% spoT ahn and all *a mrirand mWarrak In a000 nlow Wth Sr- 33 of the ldeet seldom of the AM Cade of 5tarW flactioa, on dsxnpm w must WA= arose drmipa and the dni irgs p 4 ed by the filer trades, such a , , Onbad Wwlk tees drauirps provided by tts MM old puma. The m tndw is responsble far tm erode $ tts with buid'rq system and aU wedde f wk pertarriq do* in a000ntare with the 11111's 'Far Cas vcw daiips. D IOW net rrwfaed Yror Casbadim' drop rot be reed n the +radian of the rft kaft sysIv% n =cardwa with Sm 1.10.3 of its ldeet adin of is ABC Cade of 5tardad Ratiae, tawny ewpports such a guys, hvo% f ouorir, dwiq, ad other shreds rmomy to do MM a desigW hr Wvios aorn a wo clown a& the bu0diq calla nkidw id aced 116 syatmn n a mans the nwu that tk loa:lrq ivilks m Us druchn Mill woe me rot mom n err port of is strudars th,#A as mewm proaeea. bg nopirdla for tdofq q rnpid,c dope to tdttd swap elan; me ffepo b � and aor&cted. P the M9M The mdroder step R is the mpaerlrlk of tts 069tor to abo W and q* ell psrti wit OSIA and other nwdotay 90* prorniam Ths =Wdor is respaai s far the rmxd m of ell of the MIS A"" received. Any d*M OF rrm-roc" iterm must be repabd to tm Mp1 in and q uithln 5 busimas days. in ado to mddoir W qdi 4aadn and to go* far ra'rdr went, ay fbld mWo in of sy repwW defeddre @mn may rot In pe Wned wbA a prig eafttm mkiumit; by the Mgt TIE MOM shag rot be INW 6dk fe any ddna uddsw, iadrd% but rod WWW to, labor daa'gae err mreeopmdial dory%%, reaut'tq from the CadnactaAmdar's use OF deWW err hwmd mdsrids the asn be deAW by viewol ir�ectim THE MOM is rot neeparmbb It ndarW kmaegsd n udoo&q err Far padaaged or reeled mdoriol; i=ft bat rot ignited to, b tmers, suet nmld, 'C ad'P sedias, ad aoaenq Rob tot bomre wet aadtw ere darmgad by ureter wile n tm poomm of dies. Pndeaped err noted mdciats td boom wet n tnoreit shell be apodaed, metalled ad drill by do antradar. Kh m* d to all dher bunking W"n eroctim arpeds rot mrldia W above, tk mdnadar shay a* Toth W Sec 6 of the MW Camera iota by f4+adioesfor any apeds of tm sedionn rd as wW by Ohs MA Cmmrm kdaliy Rnctiras, tm prerim of Sec 1 of tk bled Am of tts DISC Code of Stmdard Ridics shal apply. r_2a-, r_2a I h L w J (BLDG-A) a ■ 5.O R (BLDG-B) a - 6.50Ft Cmmnonent and (:laddinn Deainn Pre44ijreR (nsf) Arse ft) Zone 1 2 3 4 5 10 16.00 -38.25 16.00 -44.22 16.00 -59.16 32.27 -34.96 32.27 -43.03 20 16.W -38.25 16.00 -43.32 16.00 -53.77 30.84 -33.53 30.84 -40.17 50 16.00 -38.25 16.00 -42.13 16.00 -46.63 28.95 -31.64 28.95 -36.39 100 16.00 -38.25 16.00 41.23 1 16.00 1 -41.23 27.52 -30.21 27.52 -MM Area% Zone 011ERFfANG 2' 31 6' 10 16.00 -53.19 16.00 -83.07 -110.56 20 16.00 -52A 16M -74.07 -99.76 50 16.00 -51140 16.00 -62.18 -85.49 100 16.00 -50.20 16.00 -53.19 -74.70 BLDG-A t B. Negative values signify pressures acting away from building surfaces. McaftWincopefthkidiomed w4 deflvvaW b' i0 m=dwb r aaty =d pale so* i doom With bwf, Sian deal p almd moth mlatim boift& Sealed d>alarbp do ndcoadb* = a gmal d dodo soodatigimwigacdq au t>te angioeet Q(nWed fW tb0 av+e Mn PO j0CL 10125111WY. 6 WWr BAZSS14NIA N1111111.38" CArl89S8 "s`sslseerrl*p, H P S.."y "0: No 48014 e STATE OF .•� ° �'•`•°' ���*"ilia/ j rr*resrr<icesa ffi� BY: SI.B CAD BY: 171. Digr BY: 1T3. C®BY: 314t6. ANCHOR BOLT SUMMARY MY Locaw � Type �in) • 24 3070 WD 1/2' WEDGE 2.50 • 44 Jamb 5/b' F15554- M 2.50 • 20 ErAW l 3/4' FFj% GR36 2.50 • 64 Fram 3/4' FISS4-QM 2.50 • .4 Soldier 5/8' FISFA-GR36 2.50 70'-0' OUT -TO -OUT GENERAL NOTES I. All bosepkdes @ sane elevation unless rated otherwise. 2. Anchor bolt d&* for embedment is not by the manufacturer ad must be determined by the fo ndatim engiraa•. 3. See bast plate d"s for correct placanerrt of anchor bolts. Lau Eam Ve) l.ae Ewe t— ANCHOR BOLT PLAN NOTE: All Base Piates ® I00'-e (U.N.) 09 1 1=HWY. GWBST BA188VI IA N& MM "', 7ijRj�dh NG E I.....S�FIj°rr. .• V / NO 48014 s w Np '• STATE OF O t�D®ttiit�x41� PltOP8391, IT um ©NONE NOON■ NOON -. ♦1. '.,-4 :.{ I ■■■■■I ©■■■■ NOON■' 11• mm BY: SLB CAD BY: W.L DBT BY: m C® BY: W B18-9334 VMS: AB1 of 4 Dia= 3/4 A -bait N r3p L 411 L 61 DETAIL A Dia= 5/8" 8' 1 I 4 11 2{I 21 Qil See Plan DETAIL 5 Dia= 3/4' Qq c) Ole 1 40 o oje 30 20q 8q 'DETAIL C Dia= 3/4" 8" 1 o ®Io I 3a► 2u21 8" yes Plan DETAIL D Dia= 3/4" 8" T f —r — can I 4" O Ole e N 3 2"�2° 8" See Plan DETAIL E Dia= 5/8" 5 SW �+ N DETAIL F Dia= 3/4" q 1411 J 3" DETAIL G N Dia= 3/4' u 2" 2' W --r _ 3" ]411 a oIo 8" DETAIL N Dia= 3/4" 80 ®ice 4" ®Ie N ` 3 —I— ,i 2 8n See Plan DETAIL K Dia= 3/4" 8u co I 11 Q, 3q Zq ,�.211 See Plan DETAIL L Dia= 3/4" Qn OH DOOR WIDTH x 10'-0' REf�lIRED 8' 1'-M 2 I/r PRO.I R/A52 F.O. FOR OVERHEAD DOOR MGM DIET (111110 SHEET NOTCH) DOOR WIDTH 30i0 (140 mph) REQUIRED 13' FINI94ED FINISHED �''i 2 1/2' PROD FLOOR FLOOR 1/2' PROD I FLOOR FEED AT DOOR .IAI•� HALKDOOR ANCHOR DETAIL AT SUB JAM MATZ hwo SHEET NOTCH) 5/8'� ABOI.t 8" JAM55 n M LINE F.0, (1) 20-71/2' x r-r REQUIRED (1) 1214 x r-2' REQUIRED PROJ 4' FINISHED (1) 10'-0 x r-r REQUIRED FLOOR (1) 6'-0' x T-2' REQUIRED 2 (6) V-0 x r-r REQUIRED J/AB2 FRAMED OPENING ANCHOR DETAIL AT MR w/o SHEET NOTCH For Owsa Service' 4' r—f— —I— — far C OHtJEFF � ��DI 4" 1 o JOS HBZLLUM 4" 3q :J (M! I q L _ -J 2 W — —I— — all ffi1CiINB�tIIJ(i SEAL '1'bia cafiicadan co pale Wdcated ad q w ddbmd by bo maaoa6lU I a* ad himdodon ded aad mcdon of fro boiWW& Set Plan pn Soled diswlip do not coodkoft an agwomeat TAIL J DETAIL M fbatfi a aigmdalgiaewit acdog asfba aagioeer of record �orfha o�auaIlpacojea. rr_ SECTION CONCRETE; 'EXCEPT AT O.N. DOOR FRAMED AaB;mLnmSY3TZ LW wl" Hw.6 W84P BATBSM-M M 38bQ6 CA#Illm .•�\%ENS ;!� No 480 • O +� • STATE OF 'ttIZAl PR 8C>IE��.xBN(iIIN�t milli . • ©SEES ■SEEM ' SEES■ . ■ESE■ ©SEES ■SS■■ WOMEN SEES■ o_■■■■■ i I i — f f ffi1T(i BY: as Um 3 HIM L C!m BY: CAD BY: Tu DSTBY: FRAME LINES: 3 4 FRAME LINES: I _1_I1.0 111 I _ l l l_ _jL. _ _ _ _. I I I _ -1 N IV IV LINE RIGID FRAME: MAXIMUM REACTIONS, ANC14OR BOLTS, 4 BASE PLATES Frm Col Load Column-Reactions(k ) kyw V Load Nmin V Bolt(in) Base-Plate(in) Elan. Line Linn Id N Vmax Id N Vmin Qty Dia Width Length Thick (in) I F q 7.8 10.0 2 -5.5 -7.4 4 0.750 8.000 12.75 0.375 0.0 3 7.0 11.1 8 -4.8 -8.6 1 A 3 6.7 -10.6 8 -4.1 Lq 4 0.750 8.000 12.75 0.375. 0.0 6 -2.6 8.0 q 6.0 -12.8 1 D q 0.0 -16.0 9 0.0 -16.0 4 0.750 8.000 14.00 0.375 0.0 6 0.0 8.2 1 B 8 0.0 -10.3 8 0.0 -10.3 4 0.750 8.000 14.00 0.375 0.0 7 0.0 11.0 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Column-Reactions(k ) Frm Col Load Nmax V Load Nmin V Bolt(in) Base-Pk&(in) ELL. Line Linn Id N Vmax Id N Vmin Qty Diu Width La-gth Thick (in) 3$ F 5 4.q 7.4 10 -5.1 -5.4 4 0.750 8.000 10.75 0.375 0.0 1 2.8 ll.q 8 -4.5 -9.2 3# A 11 4.9 -3.0 4 -3.2 4.2 4 0.750 8.000 10.50 0.375 0.0 1 -2.8 12.1 12 -0.6 -5.2 3$ Frame lines: 3 4 I ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Column.-Reactions(k ) Frm Col Load Nmax V Load Nmin Line Line Id N Vmax Id N 1 D 4 13 3.1 -5.2 14 -2.6 15 0.0 8.5 13 3.1 1 B s 16 3.6 -11.2 17 -3.5 7 -0.2 11.6 16 3.6 s5ee Rigid Frame Interior Column Reactions V Bolt(in) i ow-Plate(in) Elev. Vmin Qty Dia Width Length Thick (in) -5.2 -5.2 -11.2 SOLDIER COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Column-Reacti"(k ) Frm Cot Load Nmax V Load Nmin V Bolt(in) Base-Plate(in) Elev. Line Line Id N Vmax Id N Vmin QLy Dia Width La*h Thick (in) 2 A 18 1.4 -1.2 Iq -Lq 1.4 4 0.625 8.000 12.00 0.375 0.0 20 -1.2 2.8 21 1.4 -1.7 BUILDING BRACING REACTIONS * Raactions(k ) PaneL.Shear Wall - Col Wind - -Seismic lb/ft Loc Line Line Norz Vert Norz Vert W' is Note L-EW 1 (h) -W SEW5 TRANSFERRED TO BLDG-B (h) BrSW F TRANSFERRED TO BLDG-B (h)Rigid from at endu411 �LDG�A N IV LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead ------Collateral- -----Live------Wind_Laftl- -Wirx�R' htl- --WindrLeft2- Line Line Norix Vert Norix Vert "mix Vert Noriz Vert Noriz Vert Noriz Vert I F -0.1 0.5 0.0 0.6 -0.1 1.3 -7.9 -14.8 13.1 162 40 -13.3 1 A 0.1 2.6 0.0 0.7 0.1 4.7 -7.0 0.6 4.9 -23.q -6.0 2.7 1 D 0.0 1.4 0.0 1.3 0.0 3.5 0.0 3.5 0.0 -26.1 0.0 6.4 1 B 0.0 0.8 0.0 1.3 0.0 2.6 0.0 -18.0 0.0 13.8 0.0 -16.2 Frame Column -Wind-Right2 --Wind-Longl- --Wind_Long2- -5eismic-left Saismie-Right FIPAT-LL_1- Line Line Norix Vert Na'iz Vert Noriz Vert Noriz Vat Noriz Vert Worm Vert 1 F 11.q 17.7 2.5 -3.8 2.6 -3.8 -0.2 -0.3 0.2 0.3 0.0 1.4 1 A 10.9 -21.8 -1.3 -6.6 -1.3 -6.6 -0.2 0.3 0.2 -0.3 0.0 -0.1 1 D 0.0 -25.2 0.0 -10.4 0.0 -10.4 0.0 0.4 0.0 -OA 0.0 3.4 1 B 0.0 15.6 0.0 -6.0 0.0 -6.0 0.0 -0.4 0,0 0.4 0.0 1.5 Frame Column FIPAT-LL-2- F1PAT-LL-3- FIPAT L.r4- Line Line 1.1oriz Vert Na•iz Vert Noriz Vert l F 0.0 -0.1 0.1 1.8 0.0 -0.3 1 A 0.0 1.5 -0.2 I.q 0.0 -0.2 1 D 0.0 1.5 0.0 1.4 0.0 1.8 1 B 0.0 3.3 0.0 1.2 0.0 1.8 Frame Column ----- Dead ------Collateral- -----Live------W'�Leftl- -Wind_R'ightl- --Wi d-Wt2- Line Line Nora Vat Noriz Vert Norix Vert Norix Vert Norix Vert Woriz Vert 3s F 0.4 l.q 0.7 3.0 1.7 7.1 -7.8 -17.3 5.6 -6.1 -8.q -10.q 3$ A -0.4 2.0 -0.7 3.0 -1.7 7.1 -1.7 -13.5 7.4 -13.3 -0.6 -7.1 Frame Column-WirW_Right2- --Wind_Longl- --Wind-La*- -Seismic-Left Saismic_.Right Line Line Na•iz Vert Noriz Vert Noriz Vert Nora Vat Noriz Vat 3$ F 4.5 0.3 1.3 -15.0 1.3 -15.0 -0.1 -0.1 0.1 0.1 3s A 8.5 -7.0 -0.6 -15.7 -0.6 -15.7 -0.1 0.1 0.1 -0.1 3$ Frame lines: 34 Faco servim 10w Mff. 6 WBST BA2215VU8, W& 3M CA#SM \�......... No 48014 ' STATE = • •p: O� ztr: 11 di ■■■■■ ■■■■■ . ■■■■■ 1 moons o=11111 i 1l0O BY: %A CAD BY: TM DST BY: UL ®BY: SRB NUMM: B18-9334 i�rlou�t: AB3 of 4 678 5 N �IV TV LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Colurm -- --pond------ Colki-- -----Live-,--Wird: LoPti- -Wind_AgW- --WIrKL M- Lne i = Mori, Vert Wont Vat 4.16m Vert I km Vert Nam Part WWI Vart 5 G 0.3 0.5 0.5 0.3 1.3 0.6 -10.4 -8.0 11.2 12.3 -11.9 7-7.1 5 A -03 2.0 -0.5 2.9 -1.3 7.0 -1.7 -19.8 7.3 -12.5 -0.2 -13.5 5 F 0.0 2.5 0.0 4.6 0.0 11.1 0.0 -26.6 0.0 -30.9 0.0 -16A Fra, Colurm -WImL ' ht2- Lne Lie 4riz Vat W' I- Noo Vert --W - WWII -Seisms-Left Hwb Vat u mc ►rix A" t FIPAT-L_- id" Vat 5 G 4.7 13.2 2.7 -0.2 2.7 -0.2 -02 -0.3 0.2 0.3 0.0 2.3 5 A 8.5 -6.5 -0.7 -20.6 -0.7 -20.6 0.0 0.0 0.0 0.0 0.0 0.0 5 F 0.0 -21.3 0.0 -33.8 0.0 -33.6 0.0 0.3 0.0 -0.3 0.0 2.1 Frame Colam MPAT-LL2- Lne Lne llariz Vert A 5 -13 70 5 F 0.0 9.1 Frw - --h- Live - t- -WWJUI- --WdVet - Lin � - } ; ix a 6E 6 L0 2.6 1.9 4.1 4.6 9.7 -13.4 -22.4 1.1 -10.4 -122 -5.6 60 A -1.0 2.8 -1.9 4.1 -4.5 9.8 4.0 -19A 12.1 -16.3 2.9 -11.1 Frame Coiurm -HW-R W' I- --W' - -569rnic-LeFt Seismic_Right -sawmic-Lan9 Lne Line Wm* Vart Wom Vart � Vert Hom Vat Nam Vat Noriz Vat P G 2.9 -1.7 -4.3 -24.4 -4.3 -24.4 -0.I -0.1 0.1 0.1 0.0 -02 6$ A 10.9 -7.5 5.3 -27.2 5.3 -272 -0.1 0.1 0.1 -0.1 0.0 -0.5 Frame Column ---- - Deal---�-Ulikerd- -----Live---- --WW _Lsl;I- -W I- --Whd-Ldt2- Line L'me Nariz Vat Nora Vert Norit Vat 14am Vat Noriz Vert Nods Vat 9 6 0.0 0.1 0.0 0.6 0.1 1.5 -3.4 -6.5 5.6 2.3 -4.6 -5.0 9 A 0.0 0.6 0.0 0.7 -0.1 1.6 -3.0 -3.4 3.9 -5.9 -1.5 -1.6 4 E 0.0 1.2 0.0 IA 0.0 3.4 0.0 -7.2 0.0 -12.3 0.0 -4.0 9 C 0.0 1.2 0.0. 1A 0.0 0.0 -11.5 0.0 -0.6 0.0 -9.1 Fram Column W 1 Lor3.4 L'me Line zd�i Nori Vert Nariz Vart Noriz�Vert Nor Nam V Noriz Vert 9 Q 4.6 3.8 2.7 -13 2.7 -7.3 -0.3 -0.3 0.3 0.3 0.0 -0.2 9 A 6.1 -4.1 -1.7 -11.6 -1.7 -11.6 -0.1 02 0.1 -0.2 0.0 -0.8 9 E 0.0 -9.1 0.0 -11.4 0.0 -11.4 0.0 0.4 0.0 -OA 0.0 0.0 9 C 0.0 1A 0.0 -1.6 0.0 -7.6 0.0 -0.4 0.0 OA 0.0 0.0 Frame Colurm F3PATILI- F3PAT1L2- MAT-LL3- F3PAT,-LL-4- Line LIM 4" Vert Noriz Vert Noriz Vat Noriz Vat 9 G 0.0 IA 0.0 -0.1 0.1 1.7 0.0 -0.2 9 A 0.0 -0.1 0.0 1.4 -0.1 1.6 0.0 -0.2 9 E 0.0 3.8 0.0 1.5 0.0 1.6 0.0 1.9 9 C 0.0 1.5 0.0 3.7 0.0 1.6 0.0 1A P Frame lkwi 6 7 6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Colunn-Reactiats(k ) Frm Col Load Nmak V Load Nmn V Balt(n) Base...PkU(n) Ea. Lino Line Id N Vmac ld N Vmn Qty Dia Width Lapth Thick (n) 5 G 3 7.0 7.9 9 -7.0 -3.9 4 0.7W 8.000 12.W 0.376 0.0 4 6.1 6.5 7 -6.1 -4.5 5 A 10 5.1 -2.7 5 -2.6 1.3 4 0.150 8.000 12.W 0.316 0.0 13 -2.1 12.0 12 -0.6 -11.1 5 F 12 0.0 -15.6 12 0.0 -18.6 4 0.150 8.000 12.00 0.500 0.0 1 0.0 15.5 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Calm-Reactians(k ) Frm Col Load Wo V Laad Nmn V Bolt(n) E n) a. Line Line Id N Vmat Id N Vmin Qty Die . Widht La*h Thick (n) 6t G 6 7.6 132 7 -7.4 -11.8 4 0.750 8.OW 12.75 0.376 0.0 1 7.4 16A 11 -2.0 -13.0 6s A 8 6.6 -6.1 1 -7A 16.7 4 0.750 8.000 12.76 0-T 5 0.0 1 -7.4 16.1 11 2.6 -14.6 6s Frons line: 6 7 6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Calumn_Reations(k ) Frm Col Load Nmac V Load I*nn V Bolt(in) Base -Platen) Elev. Lino Line Id N Vmac Id N Vmn Qty Dia Width La* Thick (n) 9 G 3 3.5 2.1 9 -2.7 -2.6 4 0.7W 6.0W 10.50 0.375 0.0 6 2.2 4.2 Il 1.7 40 9 A to 3.1 -2.0 2 -1.5 -1.3 4 03W 5.000 10.50 0.376 0.0 16 -0.2 32 11 -1.0 -6.5 9 E 8 0.0 -6.1 8 0.0 -6.7 4 0.750 8.0W 12.00 0.375 0.0 14 0.0 6.4 9 C 7 0.0 -6.2 7 0.0 -62 4 0.7W 8.000 12.00 0.316 0.0 15 0.0 6.3 N �Y IV tV LINE FRAME LINES: 9 Q Q g 4 r - -COLUMN LINE 4 W 1 N IV IV IV I } V ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Colwn-ReocU um(k ) Frm Col Load Affm V Lead Nmn V Bolt(n) m) Elm. Lira Line Id N Vnaa( Id N Vmn Qty Die WWth Lffoh Thick (n) 5 F s 17 1.3 -12A 16 -1.2 -12A 1 0.0 19.1 17 1.3 -12A q C e iq 42 4.5 16 -3.6 -5.5 20 0.0 6.6 19 42 -5.5 9 E s 19 3.9 46 l8 -3.5 -5.6 21 0.0 6.6 19 3.9 -5.6 +See Reid Frame Wtww Colurm Reactions BUILDING BRACING REACTIONS) P -Wail - Col -WW - -S ismic (lb/ j La Line Line Hors Vat Norz Vert Wind Seis Nate LAW 5 (h) F-SA A 66 5.9 5.7 0A 0.8 7;8 6A 5.7 0.6 0.8 _ a -SW G 8,7 4.8 3.6 0.3 02 (h) 6,5 4A 3.6 0.3 0.2 (h)RigW flans at wALdl 1012i HWY. 6 WBBT BATROVELIA JWL 311 M CA#8938 01%jiep urtt11"� sy� No 48014 •• • W yt C } - 0 STATE OF W P'ROPBS6Sktd�Ai. ffi�Ci>Il�iBBR 11 T" EM BY: &21 CAD BY. U• DIBT BY: UL ® BY: SiRB nOB: B18-9334 DiWCiIi{>CI�.: M4 of 4 F I I I I I I I I I I I FASCIA L V-O' Out -To -Out OF Mad MD" : 81D6-H W-& M-To-out OF SW 3 4 6 7 8 23'-4' 2Y4 25'-0 25'-O' 25'-0' 25'-O' PJ" 9-4 r-1 ra V4 r-I V-4 aal UP ra 314 7_I 314, ra W* V-4 30 2V-4' 2 2W-W 2e-e 1 3 4 b � I 13 a, � ---) 133-1 � w •n so EB-4 EB-5 4' 17'-61 L4' 2 1 FASCIA FRAMING PLAN — —® rism Perlin eat 4 Screw 4 . iWmW --� Io rdwom �t� (by Others) �P (by Ohs) (by Others) Acceptable Cormetion }bw (by Others) in Methods in c-cienp C� All ds -Awwt&le Carectian Methods Wagger Attachments for All Collateral Loads Aooe$" and Non-Aamptable Camtiane Huilyrdu 1 ut Str t CCla cap Plate Erb xIVA'm � s u� Nuts Q► OubW. f e°M0 sbut�typial� rESPI `(4) V2' x I I& M a Z5 Nots At Cep Floe Gab (wt�slDt:) r o 10e0! 1 0 n1 Io 101LOL1 0 ESPI/ES to Frame 2 A325 1/2' 1-1/2' ESPI to EON Strut 2 A325 1/2' 1-1/4' 2 Em Strut to From 2 A325 1/2' 1-114' ES to EW RaFta 2 A325 1/2' 1-1/4' $ Purlin to Anti Roll Clips 8 A325 1/2' 1-1/4' Purlin tap Carnation 7 J- F Bo/r Fk mA Purliin at EW RaFter 2 _ _ 1 F gq' EB-I to Frame 4 A325 3/4' 2-1/2' EB-1 to EB 4 A325 3/4' 2-1/2' SR -I to SC-1 4 A325 3/4' 2-1/2' CONNECTION PLATES ROOF PLAN MARK I PART ESP1 I EAVE STR IJT PLATE ANGLE TABLE ROOF PLAN MARK PART BAI rake 2X4X14GA �vr a>deer rum ("M XITNOU MR nMR) Goo . l SccTION . STANDAiiD F'URI.IN LAPPING WFFN ANTI-RHL qJP EB-1 WW EB-2 WBX28 EB-3 W&M EB-4 WBx2B EB-5 WWb SC-1 W12542 SR-1 W12542 P-1 SX25Z12 P-2 BX25ZI4 P-3 BM12 E-all BEI414D CB-1 1/4' CBL CB-2 1/4' CBI. CB-3 We CBL CB-4 1/4' CBL CB-5 1/4' CBL fMEMBER PL N I P-51 8MZ12 P-52 8X25Z14 P-53 SX25Z12 E-otl SE14 ND C545 1/4' CBL C9-56 1/4' CBI. C1547 1/4' CBL CB-58 1/4' CBL CB-69 1/4' CBL CB-W 1/4' CBL 10125 NWY.6 WBSP HATZ5VH1Ah& 38W6 P Sly ifs Z Na 48014 w STATE OF ;�ojz r moon■ 0_1,,,, 0 M� „'M I BY: S LB CADDY- TLL DET BY: TLL CJ®BY: ILT 30BNIU%mm: B18-9334 D�9P�iF1 C EPl of 15 FL-MAL, FL-31--Hm— FL-31F FL-31F L� }E=j -- FL-33 0/5 FL-33 1/5 FL-31 J U FL-31F FL-31 Q 19'-b" FL-31F FL-31F FL-31F �--- FL-33 ois 7 DOWNSPOUTS REQUIRED %,-co o f w� IliI i RI9POUIS) ROOF SHEETING PLAN PANELS 0 26 Go. MR - "vdwm B (6) 9' X 101-01 RIDGE VENT 7W omtvwadm COYM pub fabric afmd and delive><rad by die tatri Qdy and ackdes prude match am doom Wmdm kandafim dedp andmc►don of >dw bWb ft Sobd. &miw do nootcoam*ate an Wam matt dut do IllifgpW eggiam is ac dog am So IOW MM. 6 Wmmr t%%WVMIRtPr I�Aps NO4014 -; • • IATE OF �w xx ��,�i L `•``�l/11�1/ 1114 0:01 PRIO6FESS iI. ffiNGRUM mm r � m � crs U CC) --A� u— V c,) L o� U ENG SY: SLB CAD SY: KMD DET BY: KMD CKD SY: JIM JM NUMBER S18-8734 DWG NUMBER 75 M of 19 Y 2 Pl.,b I \ 1 I / I I � I I � / I33-2 EB-2 FACIA FRONT FRAMING @ LINE A f �SF_1 FACIA FRONT SHEETING @ LINE A PANELS: 26 Ca FM - Cdvdara -b1 Tf2 0 W-6' FACIA SACK SHEETING @ LINE A PA O-& 26 Ca FIR - CdwWm FRAME LIANGLE NE A MARK I PART 8A1 bmsa 2XM4CA COMECTION PLATES FRAME LINE A MAR M9 SAVE STRUT PLATE 14A2 Hand/Jcrnb Clip] 55T 5AG5TRAP IW1 4 (AB l x-I W2-3 M-3 RFl-52 RR-52 1�1-5Z Rfl-52 4 RFI-52 i 14 131-0 —rr ` 20'-7 U2' _� 12'-3 [It 6'-0' V-4 I/V � FRONT SIDEWALL FRAMING @ FRAME LINE A �I 1 I I - - - - - - - - - - - I ViG I I • ..I ----- I.• ..I :g— — — — — — — — — — — — — ! l.• •.I I I I GIRT FF TRIM R.D FOR W70 WALK000R (1) REWD (SEE A17/M7 DETAILS) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER SIDEWALL PBR 73%.2 un !:v-o FRONT SIDEWALL SHEETING It TRIM @ FRAME LINE A PANELS= 26 Ca. RR - Cdvdurm w/ 2' Stucm (By d)ws) For caolmar: m c ntwt ow I 9 im 24G BY: Si1[�I CAD BY: UL DBT BY: Tu ® BY: LLT mr umm B18-9334 >dWNUN t: 93 of 15 y 100'-0' Out -To -CA OF &aal ' B 7 6 25'-0" 25'-& 25'-& ups TE-53 ra a,� E-53 r-t UP P-� r-� VIP45 E-53 G-69 �.. 70 C-70 G-70 6-70 G-i8 "7 G-G7 I ----�— I I / \ ------------------I-------------------I RF3-51 02-51 RF2-51 RF2-51 RF1- 5ACK SIDEWALL FRAMING @ FRAME LINE G (Gdttx uith 7 dmop U) I i I I I T fi T T T T T T$$ T i f I I I GIRT RECF'p FOR 3070 WALKDOOR (2) REQ'D (SEE A17/Ela+12 DETAILS) BACK SIDEWALL SHEETING 4 TRIM @ FRAME LINE G PANELS, 25 Ga. MR - Gdvdwm ML FL-31F FL-31 FL-31 F W 6" FL-31 F FL-31 F FL-33 0/5 (5) D5 SUPPLIED *EVENLY SPACE ALONG SW* (SEE G40/EP13 DETAIL) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER SIDEWALL PBR 7395.2 CONNECTION PLATES FRAME LINE F MARK I PART W I gem/jm* Clip it X-51 RF2-I BACK SIDEWALL FRAMING @ FRAME LINE F 1 � (Gutter with 4 dw spouts) 15 Y RFI-I ---------------- I � I I — , I I I I I Z? 't? �? b -h t4 I I I - I I I I I I r i I I 1 I ( F- I I I r-1 I I i I { I Y f-i- ob 1 1•\\ 'PRIM FOR (4) F.O. 'PRIM FOR (1) F.O. V-O' x -P-2' 5'-4' x 5'-2' (SEE G45/EP13 DETAILS) oil id-6" BACK SIDEWALL SHEETING 4 TRIM @ FRAME LINE F MIR- & 26 Ga PM - Golva6 a FL-31F FL 0 —3 FL-31F 10' —b FL-51 FL-31F 12'—W FL-31F FL-33 O/5 (4) D5 SUPPLIED *EVENLY SPACE ALONG 5W* (SEE CAOIEP13 DETAIL) 14 low HWY. 6 WBSP IATBSYAz8 UL 3m O tit" vi p C E /V 5 F•. No 48014 dO ���ltlltt114t1 ©©© 1 ffi� BY: 3�.B CAD BY: TiL DBT BY: Tii. (ZD :l 504 Out -To -Out Fj EB-2 I r — — — — — — — G-S ! ;-12 ZGI (ty� fj rr—iI I II I 1 -4 -8 1 1 1A If I I I lA IA FS1A I 1A IA © 0 i n -b 0 -7 7 A8 i jeI4`ry 1 I� — 1--' — 1 — ------ 8�'I— ---_ U- 3 c 3 c I � I--3 ----- - e EC-1 EC-2 I.V-40.13--061 41-0' [31-00 �3'-4j* 3'-4" 10'-0' 3'-4' LEFT ENDWALL FRAMING @ FRAME LINE I I 1 1 I I I 1 I I ( I I I — N co 1 tr' A � � N N •�} N %' �i lEi I I I I I I I �I I �v"1 chi I } �4 (V t4 I I— r —1 r— -- -- I 1f I I I 1 k I I I I I I I I I I I 1 I I I I II ii Ij II -- — BTI 6 20'-0 -------- LEFT ENDWALL SHEETING 4 TRIM @ FRAME LINE I PANELS: 26 Go. PBR - Gdvallera w/2' Stucco (By Others) 0 hh hh hh 00 •• as 4 FF TRIM FOR (2) F.O. TRIM FOR (1) F.O. 3'-W K 7'-2' 10'-0' x V-2' (SEE 445/EPI3 DETAILS) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER JENDWALL PSR 7395.2 I I (2) EN � �2E-4 )BM FACIA FRONT FRAMING @LINE 1 n - v N in FACIA BACK SHEETING @ LINE I PANELS: 26 Go. PBR - Gdvalume oAl—Al ir I ao � g z� FACIA FRONT SHEETING @ LINE i PANELS: 2b Ga. PBR - Galvatume u1/ 2' Stu= (By Others) FLANGE BRACE TABLE FRAME LINE 1 MARK PART F131A 2'-4 5/8 FRAME LIIKE I MARK PART 13A1 base 2X4A 13A1 Lrgk 2X rdce 06XWxA CONNECTION PLATES FRAME LINE I MARK PART 14A2 Need/Jamb Clip I SST SAG STRAP 10W HWY. 6 W11 r BATESVQLB•lei.381M Y © © o©© 0111 1 BEEN■ ■ENE■ HUENEME •1 ■EESE ■ENEM MENEM Z .r � •lu ffi� BY: SiB CAD BY: TU ffiT BY: 71Li. Cf®BY: LLT .. .,,.. ... •!�_Lrn�.v�,�,a�a'. �+r E'. .!Una �^� eul 11 Pl 1 _ 1 1 I 65'-01 Out- C--_ 12 _z —G-bO—'—_—___ — ----_ _ I� +�gy (Typ) G -58 —_�� _�� G-65 I I G-57 G-60 G-64 ZGt I I &r3 191 iv N 4 i t I I G-56 G-60 I h G-63 I I I 1 o II � 1 11 II I G-55 -60 1 11 G-62 ` II �• I I I II I I t G-54-b0 u I I I I II G-61 I o + i t I I I I I I I I! `r II I LLI----------------------- ----------------------- HAI I II --- EC-52 EC-53 RIGHT ENDWALL FRAMING @ FRAME LINE 8 ,ZTi a 12 0 0 1 BTi @ 20'-6" RIGHT ENDWALL SHEETING t TRIM @ FRAME LINE 8 PANELS: 26 Ga..PBR - Gatvalume w/ 2° Stucco (By Otha-s) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER ENDWALL MR 7395.2 ANGLE TABLE FRAME LINE 4 4 8 MARK PART BAI base 2X4XI4GA BAI rake 2X4X14GA CONNECTION PLATE5 FRAME LINE 4 MARK I PART NA2 I Nead/Jcmb Cti �^ FL-16 @ 20'-6" JHjra a'-611 `1 A@10-0 -k sls o_Fa_ -tom sly oho ICo ---- ---------;- ,j 3 EEC 51 I BTI @ 101-61 _II LEFT ENDWALL FRAMING t SHEETING @ FRAME LINE 4 PANELS: 26 Go. PBR - Gatvatume 10lW SWY. 6 WBSP % No 48014 ✓��� 'STATE OF •;�CC� �� FS .-* 0NA � moons 0�NONNI r- r -• T 's1 1 BN(i BY: 8LB GAD BY: UL DBTBY: 1Lit. ®BY: ILT SPLICE PLATE 4 BOLT TABLE y tlwk Ted Bot Int Type 5P-1 4 4 0 A325 SP-2 4 4 0 A325 SP-3 4 4 0 A325 (FLANGE BRACES: Both Sides(U.N.) FBxxB(1) B - LL22x2x125 12 ll Dia 5/8' 2 1/4' 5/8' 1 3/4' 5/8' 2" Width 6' 6' 6' Thick 5/8' 3/8' 1/2" Length 2'-8 3/8' 1'-10 1/4" 2'-8 3/8' CAP PLATE BOLTS Mark Qt T Dia h EC-1 4 A325 5/8' 2" EC-2 4. A325 6/8' 1 3/4' M TABLE Mwk Web DeRth Web Plats Outside W x Thk x Landi Sta�t/ T i RFl-1 RFl-2 12.0/24.0 24.0/24.0 24.0/14.0 14.0114.0 0.135 0.250 0.188 0.135 229.8 28.2 179.9 74.1 5 x 1/4 x 256.0 5 x 114' x 32.1 5 x 1/4' x 252.1 RFl -3 14.0/14.0 0.135 125.8 5 x 114' x 282.1 14.0/21.8 0.136 120.0 21.8/24.0 0.188 36.3 RFI-4 24.0/24.0 0.250 30.3 5 x 1/4' x 32.2 24.0/14.6 0.135 214.4 6 x 3/8' x 153.0 EC-1 14.6A2.0 W14542 0.135 60.0 6 x 3/8' x 143.4 5 a' ��1-0 9/16' I + 2'-0 3/4' '-8' 16' RIGID FRAME CROSS SECTION @ FRAME LINE 1 END FRAME NON -EXPANDABLE 16'-8' ii x 5/16' x W-JU.I 5x114'x165.0 5 x 1/4' x 9.2 5x1/4'x74.1 5 x 114' x 110.7 5x1/4'x9.1 5x114'x154.7 6 x 3/8' x 274.6 I I o I _{ I �7' I I 1.2' a' SOLDIER COLUMN A @ FRAME LINE 2 lom my. 6 WESI'I BA1ffiVIIZF.l18. UM C" yeS/Yjrrri p oo No 48014 STATE OF l 1 o I I 1 1 CAD BY: �• nu BY: '� ®BY: ILT I.ANGE BRACES: Both 5ida(U.N.) FBxxB(1) 8 - L2x2xl25 O i 10 4'- 9/16" 0-6 15/16" 1'-6 1/2' �k------ 8" Clem- +/- RIGID FRAME CROSS SECTION @ FRAME LINE 3 INTERIOR FRAME Ed O O 1 10W HW. 6 WH8'1' DA725VNIA N . 38M CUM lit 48014 - ° r • r STATE OF wm um Em BY: SLB GAD BY: TLL DBTBY: TLL C® BY: ILT joe . B18 9334 VWri N[1UM: EP8 of 15 SPLICE PLATE 4 BOLT TABLE CAP PLATE BOLTS MEMBER TABLE Mark Web Depth Outsi Fla* In -side Flange Web Plate - Start/ Thick h Mark Top Bot Int T Dia Length Width Thick Length Mark Qt T Dia Length W x Thk x h W x Thk x Len 1 RFI-61 12.0/24.0 0.135 214.6 6 x 1141 x 241.0 6 x 1141 x 215.1 SP-1 4 4 0 A325 5/6' 2 1/4' 6" 5/8" 2'-8 3/8" EC-51 4 A325 5/8' 2" 24.0/24.0 0.250 28.2 6 x 1/4' x 32.1 SP-2 4 4 0 A325 5/8" 1 3/4' 6' 3/8' 1'-10 5/16' RFI-52 24.0/14.0 0.135 159.9 5 x 1/4' x 39.2 5 x 5/16' x 41.3 SP-3 L4 4 0 A325 5/8' 2" 16' 1/2" 2'-0 5/16" 1 1 14.0/14.0 0.135 113.1 5 x 5/16' x 231.7 5 x 3/8' x 103.6 �F A ACES: Both Sides(U.N.) 5x3/8'x.3 9 5 x 3/8' x 3.1 FBxx8(1BR RFI-53 14.0/24.0 0.135 240.0 5 x 1/4 x 444.0 5 x 1/4' x 240.2 B - L2x2xl25 24.0/16.0 0.135 204.0 5 x 1/4' x 202.6 RFI-54 24.0/24.0 0.188 22.2 5 x 1/4' x 32.1 5 x 1/4' x 282.7 24.0/14.5 0.135 222.5 5 x 1/4' x 304.7 14.5/12.0 0.135 60.0 Q N e A%_tt is;A(b' 15'-0" I 50'-0' RIGID FRAME CRO55 5ECr10N @ FRAME LINE 4 END FRAME EXPANDABLE TO 23'-4° n i cv 0 i v R I AQB[ isysmmd E Lw HA715VAJA M 3M CAS am t`,tttttttata�tterr Sy ee e i No 48014 • • � M V fir{ M V • � � � � �1 ' STATE ` OF �411.: WS10NAL �r;�.�• PR BIB BY• SLB CAD BY: Tu• DBT BY: TiI. ®BY: LLT MANGE BRACES: FBxxB(I) (I B - 2x125 Q _1 fS m ' 1 4 sots side5(u,N•) 8"j, L i2'-0 5/8p _- _ 59'-2 13116" 2'-4 9/16" L l 180 Gets• +/— RIGID FRAME CROSS 5ECTION @ FRAME LINE 5 6 7 INTERIOR FRAME Wmmm.6ww BA1i3PKM IML UM G1i ... 10 ' NO 48414 ••• : �+ M STATE OF ; � 0 <V O R 10 P N�*mow; full PROFS s><aNALWOENM : 11L CID BY. I1.T AFBxxNGs(� ACES: B - LWA25 A-U•25 Bath sides(U.N.) 0 0 v S" ".'-2 1/2" 1 i i'-2 1/2" " " G 21'-8" RIGID FRAME CROSS SECTION @ FRAME LINE 8 END FRAME NON -EXPANDABLE 21'-8" This oedlcg8anpeat bbicood aad deH med by fe minI Arce- aoll► sod e diftpea mwh u doors vodosys, %1vod�m de■ifa sod aecdon ofie baildiog. Baled do not oon�me m frstfre � eogioeet is � a � e &OW of mmd for to ovma PGJWt A low HWY 6 WHSl' SATHSVII A N& 38W MOM S```[[[[tiiltlF�ff NO 46014 Z • r d ; 'sTA +` OF . �. �rroisct` PR�OFB3SIO�TAL ffi�TC�IIMR :1 iiiii MENEM NINE EN(} BY: ffiB CAD BY: ILL DST BY: UL C®BY: LLT GIRT 6 7'-0' • • 8" SURFACE BOLTS (TOP 4 SUB J ' BOTTOM) (BX2.5 ►u z 3 w LU z V� w _ z 0 _t__ a INTERMEDIATE GIRT Q '�► SUB JAMS (BX2.5C16) WALK DOOR JAMB SUB -JAMB 1/2' WEDGE ANCHOR (TYPICAL ALL LOCATIONS) Ni 4MB ;16) x 3/4' B01. x It" r- SELF -TAPPING, HEX HEAD SCREWS LOCATED AT 1 u 15', BYE' 120' 132", 44' 156"168" 180", AND 90�2' FROM THE SILL (INCLUDED IN DOOR PACKAGE) 1/2" WEDGE ANCHOR DOOR JAMB (TYPICAL ALL LOCATIONS) y _ WEDGE ANCHOR LOCATIONS ARE FOR REFERENCE ONLY 2 1/2' (FIELD LOCATE) 1. NOMINAL DOOR L WIDTH N I SUB -JAMB (BY MBM) Jamb Trim FL-22 "R" Wald Panel 0 #12 x 1 114'. S.D. (12" o/c) U\#12 x 1 1/4" S.D. WD cb (12" o/c) HEADER dead Trim 1-IT-6 WD Trim Detail Jamb 1 1/4" +/- \_ FASTEN JAMB TO CEE W/ (10) #12 x _' S.D. SCREWS ' w/WASHERS. LOCATED AT 1 " 15' 1 Blka' 120', 32", 44", 56"168"180', 4 +/" AND 90Y2' FROM THE SILL (PROVIDED BY MBM) WEDGE ANCHOR LOCATIONS 2) ANCHORS PER JAMB 4EDGE ANCHORS :SUB -JAMB Y2' 0 WEDGE ANCHORS FLOOR ANCHOR CONDITION NOTE: THE DOOR FRAME HEAD SHALL BE ATTACHED AT THE INTERIOR W/(5) #100, SELF -TAPPING, HEX MEAD SCREWS a 1' FROM JAMB AND 12' O.C. THEREAFTER. (INCLUDED IN PKG). AT THE EXTERIOR USE #12 x _" S.D. SCREWS W/ WASHERS LOCATED I" FROM JAMB AND @ 10' O.C. THEREAFTER. (PROVIDED BY MBM) 7'-0' WALL PANEL #12 x _' S.D. SCREWS W/ WASHERS (12" O.C.) HEAD TRIM (HT6) DOOR HEADER SECTION THRU HEADER (6) #12 x 1 1/4' S.D. SCREWS W/O WASHERS SHOP WELDED CLIP SUB -JAMB SUB JAMB ATTACHMENY A17 pIAf10ND "GEM" 150 MPN WALKDOOR DETAILS Far cubmw Service aw contact acne of fic 1owMff. 6ww BA72WRIAMs. ooCAO1011'Sjtfl a G.E No 48014 .� % M y i CC y R � b STATE OF IZ; r r�ea�ssio►xwL eNaENEER ©�a1�1©0© � 1 1 B� BY: 3LB CAD BY: �. DBT BY: '�- C®BY: ILT Strut/Girt Girt A(Loose Clip) _ Curt Girt - dA2 Dd- dA2 dA2 Girt Space as Req d D Girt C Girt Girt CP CP_ � o � � L �4 Framed Opening @ Sidewall trut } #1244Screws D. Washers 4" )oor Jam b Section "A" (@ Fave Strut) Door Jam b- Girt--� %2 11 01 A307 Bolts w/ Nuts Section "C" Section "A" (@ Girt) HA2 (Loose Clip 2 1/a /G) 1±12x1/4" Screws Washers in Section "D" a End Rafter FL-24 JNCTS Sill Trim B Girt SILL #12 x 1-1/4" S.D. (Loose Clip) — (12 o/c) dA2DO- #12 x 1-1/4" S.D. - (12" o/c) . /WEA�DER C D Girt JdCTa s - Q Framed Opening @ Fndwall Rafter V10 x 1 %4" A325 Bolts w/ Nuts 4 (2) Washers Door Jam b Section "B" Door Jamb )oor deader (4) %2110 x 1" F-dead Bolts w/ Nuts per dA2 (2 @ Jamb, 2 @ deader) Overhead Door Framed Opening Details All Conditions Jamb Trim FL-22 F Wall Panel JNGT8 — I Lu==J HT-6 Head Trim G*1 Peader/Jornb/Sill Trim • ; . lot, ar:�r � �♦ R� FIELD CORNER as UNIV4 ATH RAKE TRIM 90WALL PANELS Date. DETAIL OF GUTTER OVERFLOW WINDOW DETAIL OF WANSPOUT 17ER W/ GUTTER STRAP '1,— -,. — M. FIELD INSTALL L--SIUEWALL PANELS COMO TRIM MAIL OF EAVE GUTTER CORNER BOX 4 nONRAKE TRIM CONNEC ATTACH . BUILD « E, WALL CUT Y ... ANEACHD BEND �. FOR DOWNSPOUT ATTAC FIELD CUT .. W~ ;99GAZTER SCREWS (ONE AT EAa SIDE AND ONE AT FKNT) TYPICAL DOWN5POLIT TO GUTTER • EPAOOPAWAr ONE AT FRONT) 500 STRAP UP AT BOTH SIDES. _ S.D. SCREW AT'lACH SIDE TYPICAL Q0WbjjP0QT STP,AP ATTACgMENT TYPICAL SPLICF6 AT DOWNSPOUT TO EW%b OR E>ONNSPOUT TO DOWNSPOU OMN2W-r�� \#12 x 1-1/4" S.D. (12" o/c) AaNa=nW SY3Ts,LLC low HWY. 6 WBST BATESVRJAIIIII&SM .,,, 1 Jr JJJJP E NO 48014 STATE OF10 it# J/liflltlt PROFESSIONAL ENGDaM Im Ed '© en en d � a BNG BY.. &a CAD BY: TLL DST BY: TLL CZD BY: LLT �yy yyB����188-9334 LAV l�uum EP13 of 15 $42 x 1 1/4' S.D. Saeuw W/0 Washer (Ons Per Support} Roof fur O U i (2) 1/2'X I' ok I A907 asps I U i 1/4"* Flaps Br= i L I/2'X 1' A307 Botts I I Strvcturd Erdwdl Rafter (Ai'(Ai'V SECTION TI4RU ENDWALL RAFTER 1/2' x 1' A307 At Min Lap of Purlin Indicator Arrow ���� Points To Wide Flaps Harps• AttarmxaEe � � ernca * � Rigid Frans Rafter * Brocae May Be Rred Oh both Sides Ot From. Sea Rigid From W x P A307 Cross Sam Drm*p• Bolt (TYP) .)\ Cgoof Purlin 4 Flame Brace Detail CGL j . �. anterior Rigid from #12 x 1 1/4' S.D. Samw W/0 Water (one Pier Support) Raaf Ps O i) ; (2) V21X It A307 Bolts Io Aq SECTION TNRU E RIGID FRA T WRI E * FWrWmay Be RedBoth Sides Of Frans. yes Rigid Fraro Cram Swum Drawing. Irx6catar Arrow / Points To Wide Flags Alternate e ! () � t Wrt II Lap L Sidetuall Girt 4 Fli BA1 #12 x 1-1/4' S.D. Screw W/o washer Eametrut PAW AA S Each Support I/2' X I-I/4' — — — Earostrot — — AM Bolts i RW I I I Frame mFrom 5tes1 � � Column `.side ftL Front View Eavestrut to Rigid Frame Corner Column CK3 For All #12 x —II S.D. Screws In Above Details Sea Chart Below For Length SCREW INS. THICK. 012x1- oew 3 #12x1• q -5 A2 x b N- Fkrps areas 1/2'X 11 A307 Bolts Erdwait Rafter MALL RAFTER /2 or Full Lood) V2' x I' A307 Bolt (T1'P) Rigid Frans Cdvmn Acme 1/2' x 1' AW7 fmt (TYP) 0 O� I 0 pJ Door tomb-1 i-Wdl Girt Wall Girt To Door Jamb Rigid From Erdwatl Rafter ka edt: stoutura oil Col ufm Side Frmt 01 824 ENDWALL COLUMN TO RAFTER Strudard Colum W/ Cap P1a1e To 0: Rafter 17 Eavestrut To Structural Enduulll Rafter 1441 Side 1/4-14 x P ftwd e Head S.D. w/o woshor M x 1-1/4' S.D. 12' O.C. wan Girt r5orm,,e w/o Worn er. 1V O.C. Now, Do Not Cut ei Header Slsmv eater HVia dtwo u. it 14_ If Radd. See EWvdkn Wall Girt - (6)#12 x 1-1/4' S.D. Wall Glrt� 5craus Ulm WMNF--, bor Fmmt View Side Yrow Door Janb to WaIE Girt L� CO J2 mi I& x P A307 Structural Erdwdl Column 8a1! m?) SiruckrW Erdwall Cohm 1/2' x P A307 Brit (TYP} r 0 I O 0 0 *1 1 i I �o 0 Lp 0 0 OJ --- — — \ / Erdwoll 4irw- Girts to Structural Endwall Column mn C15 Girt to Structural Endwall Colu M—k C,._L Earestrut 1 ,r 1/2' X 1-1/4' I A325 Bolts side View Front You Eavestrut to Rigid Frame Column Lowswe, Bypa$ aLm H0°d°r (4) 1/2' x I' Top Yew Ftot NOW Bolt$ Door Jamb Front Yew �jEmmtrut— _.. �EarastrutEsm — (4) X 1-1/4' wosh r PL AM Brits w/ 1/2' Waster der E5 EsPI warm (4) In�x � r': Fs At Clam Column Side View Front Vm w J1O Eavestrut to Rigid Frame Coluarm wows, BYPM, umm 10 t\--V4-W x 7/6' S.D. 551ft (W Of -) LAP FASTENERS 7 V2' 41/2' 7 t& 4 VZ' 7 1/2' Z V 2 V4' k W 1. 21/2' 12' 12' 9 W M2 x : S.D. SHIM I/4-14 x 71W 'LAC' S.D. *12 x _' 'LAC' S.D. (20' O.C,) stitch Sam f tam ft-A, Pmel Lm E Peak Purlirt 1/4-14 x 71W 'LAC 5.D W mostic ( O.e.) (Nd side �+a Dawn) AT SAVE STRUT INTERMEDIATE GIRTS 366 21 9 3/4' 12' 12' 2 4 2 4, >q2 x ' S.D. SCF.IM 1/4-14 x 70 'ZAC' S.D. 012 x _' W S.D. Detail 0 Paid side lm (20' O.C.) p IntarrAJiats Prfin AT 13115E SUPPORT ROOF PANEL FASTENER LAYOUT P8R Roof Panel Fastener Detail WALL PANEL FASTENER LAYOUT PM PANEL. POR Pam- Cable Brace Detail I Side�wdl Girt Rigid Frome Gotum W"I Girt mFib1/2'x S.D. s)w/0 r Wa 15 Girts to Rigid Frarne Corner Column Bypom SW, Frorm keel To EW BAI #12 x 1-1/4' S.D. &row w/oRole NkeFer 1Eavatrvt Amin 0 Each Support 1/2' X 10 ", �Earatrwt A325 Brits I --- --- ---- I Rig { cawmom Colmm { Frame Sled Sm 1 em co Mon sids View Front View 24 Eavestrut to Rigid Frans Corder Column Loweide, &rpass Scrou,$ ors w/ Washers a now othoru ise. Watt Insulotion Is Not Shown. Wall Paul Attach Gas Angle To Floor w/ me Sot Piro Or E 4. $U x _ S.D. Sorm (Piro Are By Others) ('R' Peel 0 9 O.C.) ('A' t "Rev. R' Pond 1 12' O.C.) Bee Angle- BAI ' Hold ftmi we--- f ;� - OFF Trim. Ca wets Floor T1 Bast Detaii w/ Angle t Trin AaPlUUMMSYS IMMU C low mm. f Wm BA1ffiVRL& M le. 38W I VA P• syFO `", G E ly .. • No 48014 + Z-733 e •� STATE OF O R V ti • • �\�l��o !/fI fif �BtONAL Ift11t1t111�� PR1, C'0 TALBNCW4M C3 C30©0© 0- BEENE ■■■■■ ■■■■■ ■■■■ • . Y Y_ sees . r ." .c rt is : 81� BY: S1.B CAD BY: 1iL DBT BY: '�* C®BY: �T CAP TRIM (BY OTHERS) #12 1 1/4" S.D. J (1'-0 O.C.) I I 1/2' x 1 1/4" I A325 BOLTS I I I k t I I t t I t I I #12 x 1 1/4" S.D. (1'-0' O.C.) I I 1 t 2' STUCCO (BY OTHERS) I WALL PANEL I "PBR' i Ef3 #I? xr 1 1/4' S.D. (1-0 O.C.) 7/8' S.D. (I'-0 O.C.) Back Panel 'PBR' All s �om VAM #12 x I V4'— S.D. (12 O.C.) BA3 Angla (4x6x1 ) :V"S.D. SECTION AT ENDWALL FACIA SHEETED w/ 2" STUCCO 114-14 X 7/8' (24' O.C.) GUTTER STRAP 3' 1' INSIDE CLOSURE w/3/4" (FL-18E, 36' O.C.) (MASTIC, TOP 4 BOTTOM 1/4-14 x 7/8' S.D. (2 PER STRAP) EAVE TRIM (FL-19)- 1/4-14 x 7/8' S.D.--� (12' O.C.) HANG -ON GUTTER (FL-18C)— DOWNSPOUT (FL-31I FIELD -CUT TO FIT GUTTER) DOWNSPOUT STRAP (FL-31F) "PBR" ROOF PANEL x - S.D. (6' O.C.) #12 x - S.D. (12' O.C.) �— EAVE STRUT WALL PANEL 1/4-14 x 7/8' S.D. (1 @ EACH DOWNSPOUT) 1/4-14 x 7/8' S.D. J EAVE SECTION w/GUTTER (SHEETED SIDEWALL�- Ifs Hold wa f w up lAP Off of trswum trip. Panel Inside Closure TRANSITION TRIM (FL-49A) 1/4-14 x 7/8" S.D. AT (12' O.C.). 3/8' MASTIC ... #12 x 1 1/4' S.D (1'-0' O.C.) 1/2" x 1 1/4' A325 BOLTS #12 x 1 1/4' (1'-0" O.C.) 2' STUCCO - (BY OTHERS) WALL PANEL- 'PBR' OUTSIDE CLOSURE w/ 3/�4' MASTIC (T B) HS EAVE TRIM 1/4- 14 X 7/8' S.D. (FL-17) �(12 O.C.) 'PBR' ROOF PANEL #12 X - S.D. (6' O.C.) #12 x - S.D. (12' O.C.) 2' STUCCO ' (BY OTHERS) _ WALL PANEL 1 WALL PANEL E-f SECTION AT HIGH -SIDE EAVE _SHEETED w/ STUCCO CAP TRIM OTHERS) F12 #It2 1 1/4' S,D. (1-0 O.C.) #14 7/8" S,D, (1'-0 O.C.) Back Pazi 'PBR' All Smm as I! FOPBO MckR Pmel Inside #12 x 1 1/4'-- S.D. (12' O.C.) SECTION AT SIDEWALL FACIA SWEETED w/ 2" STUCCO 1/4-14 x 7/6" S.D. (12' O.C.) 3/8' MASTIC—, RAKE TRIM (FL-16) OUTSIDE CLOSURE #12 x I-l/4' S.D. (12' O.C.) 2" STUCCO — (BY OTHERS) WALL PANEL- #12 x 1-1/4' S.D. SCREW W/0 WASHER (ONE PER SUPPORT) &SECTION B ENDWALL SHEETED W/ STUCCO 'PBR' ROOF PANEL PURLIN 1a NOW " POW up V'4' off of bwWUa+ trim. mTION TRIM V444 x IV S.D. AT (12' O.C.) Outside Closure OP/8 TAPE PANLES #13 x _ S.D. (6 O.C.) iI3A1SSVlLi$11�. 3i606 CAS—�Teerrr °``�,��µP S/y���i,,i o......... °` `� •`,C E l. O 'sue No 48014 0 STATE OF ,' w , PR01 mmv BY: Sm CAD BY: '.• DST BY: U- ® BY.• UT MONUNM: B18-93M owNamm. C EP15 of 15 0 in 110. 7, 0" I i III I i D a O J N O P-2 0 H H W bo O Z_ Ln P J Z Z3o D zz< coco m 60" 3' 8" ' " - ■ ■ ■ 04 ■ - - - - i o :i0 ul) 0) 22' 4" TO" 4' 8" 3' 0" ® ❑D 22' 7%" 3 5/8" NON STRUCTURAL STEEL STUD WALL WITH 1/2" GYPSUM BOARD ON INTERIOR FACE "v WOMENS , io ` 71 5„ - - 2 UP SET FLOOR G RBER IN FLOOR SYSTEM N:-j- 0 ----- - _ --------------------------- & MEN ;p D 7' 9% `. �cz_c _ T L 0 v I I 4%" 910.. L 3 5/8" NON STRUCTURAL STEEL STUD WALL WITH 1/2" GYPSUM BOARD ON o INTERIOR FACE LOBBY 7' 4" I T 4" I I u P-1 P-1 .............................. •---- --- ' ■ co O , co 2' 0" 3' 0" 6' 4" 3' 0" 10' 4" co ■' o ■ ; ■■■ ■■■ _ 8" X 24" BLOCK COLUMNS WITH 345 VERTICAL 8" X 24" X24" CORNER BLOCK REBAR AND POUR SOLID WITH 2500 PSI CONCRETE COLUMN WITH 645 VERTICAL AT THE TWO CORNER LOCATIONS REBAR POUR SOLID WITH 2500 PSI CONCRETE AT THIS CORNER LOCATION 2' 0" 3' 0" - 16- 4" _ 21011 - 911 rl1 •-------- A 23' 4" ; 6' 0" 3' 0" 11, 0" 3' 0" ❑D 11B I ................. ........ :............... 12' 4" 12';6" 4%" 4%" OFFI 1 OFFICE #2 0 r` ® °1 i ® 115 3' 10" 2' 6" 4' 0" 64" 2' 8" 4' O' j 0 1' 6" 6' 4" 1' 6" 6' 4" 1' 6" in 1 7[m � A � MNo nFal ImRmL .� MEN m 170' 0" 16- 0" 3' 4" 24' 0" WOSE 0 60"X36"X 6" THICK CONCRETE PAD FOR SECURE AIR COMPRESSOR 80 GALLON TANK 5 HP 230V 3 PHASE 25' 0" 100, 0" 25' 0" 24' 0" BB 1 o © ' o' 23' 4" 1 HOUR FIRE RATED WALL TO BE 6" NON STRUCTURAL STEEL STUD WALL WITH ONE 6" 18 GA STRUCTURAL STEEL STUD LOAD LAYER 5/8" FIRE RATED GYPSUM BOARD AT BEARING WALL WITH 1/2" GYPSUM BOARD EACH SIDE FROM FLOOR TO BOTTOM OF ON INTERIOR FACE OF WALL TO SUPPORT ROOF DECK. SEE DESIGN UL 404 FLOOR TRUSSES ABOVE - CONDITIONED SPACE N 1' 0%11 5' a'i" 4%" 10' 8" 4s/" SHIPPING AND RECEIVING AREA co fV b M 311 14' 10 4 3 5/8" 18 GA STRUCTURAL STEEL STUD WALL @ 16" OC 0 \ EMPLOYEE LOCKERS 8'0" TALL WITH CEILING JOIST AS SHOWN ON FLOOR i TRUSS PLAN. WALL TO HAVE 1/2" BC PINE PLYWOOD ; q Fq NO ROLL M &gWF9t ON EXTERIOR FACE OF WALL AND 1/2" MOISTURE CONDITIONED SPACE; H RESISTANT DRYWALL OR DURA ROCK ON INTE BREAK RM FACE. ALL WALLS OF RESTROOM AND STA OCKER MANUFACTURING ; STAFF p TO HAVE CERAMIC TILE TO 60" ABOV ISH FLOOR ; STAFF o 60" ABOVE FINISH FLOOR MEZZANINE FLOOR LINE ABOVE ; ; CD 5' 2" 14' 6" 19' 8" 19,101, 19,101, 19' 8" OP SINK ------_�------------------ I ------------------------- _&______________ 8" 18 GA UCTURAL STEEL STUD -LOAD BEARI ALL WITH 1/2" GYPSUM 1' O" " BOARD EACH SID UPLIFT IN WALL 4 0 UP SET FLOOR GIRDER 4" S EL SQUARE COLUMNS TYPICAL 6 w ® 20 RISERS @ 6 7I8" WITH 19- IN FLOOR SYSTEM LOCATI S TO SUPPORT FLOOR;GIRDER Z UP SET FLOOR GIRD TREADS UP TO LANDIN D 1 IN FLOOR SYSTEM RISERS @ 6 7/8" TO INE ABOVE ; , - -1 - - FROM LANDING 4' 0" 1 \ CONDITIONED SPA ' P-1 P-1 ® -- ------ - BOTTLING LINE AREA H-3 HAZARDOUS 8 CEILING HEIGHT FROM FLOOR 0 O F NINE FLOOR LINE ABOVE BOTTOMTO FLOOR 0" TH AREA JOIST 0 0 0 0 0 WORK CHAIR WORK Cb N� 1 ��" WORK CHAIR WORK CHAIR 4%" 111411 4' 1'/e" ; o 4%" - -- - ; 3 5/8" NON STRUCTURAL STEEL STUD WALL g ; FLOOR D I M 6' 0" WITH 1//2" BC PINE PLYWOOD ON EACH SIDE- 0 co ;uQ 0 � ATTACHED WITH #8X1" SDS SCREWS 6" OC H-3 HAZARDOUS EDUCATION CENTER Z CONDITIONED0 N , -- --\\ \\1 \"\\\\\\ STORAGE N � 1/2" CEILING GYPSUM BOARD ON CEILING LINE FINISH LINE MACHINE- DEMENSION ARE BASED O D OFFICE I ON THE LARGEST DEMENSION EACH WAY - -- -- --' THESE WALLS TO HAVE 112" BC PINE 4" STEEL SQUARE COLUMNS TYPICAL 8 LOCATIONS \\-- -- -- \\\\'20_��.\\\\__ n Lo O� - I TO SUPPORT WOOD FLOOR GIRDERS ABOVE AT PLYWOOD ON INTERIOR FACE OF WALL 12" 18 GA STRUCTURAL STEEL STUD D - EACH SIDE OF MAIN SUPPORT COLUMNS ; ONLY BOX BEAM HEADER WITH 6" 18 GA ; O t0 ; TOP AND BOTTOM TRACK AT ALL Z I ; zo 22' 0" OPENINGS P-3 P-3 P-3 = ' Co CO ........... ................................ ........................... ............. . 1 ® ; i 6" 18 GA STRUCTURAL STEEL STUD LOAD 5' 0" 5' 0" 5' 0" 5' 0" 13' 8" 5' O" BEARING WALL WITH 1/2" GYPSUM BOARD LL EXTERIOR WALLS OF STEEL BUILDING ; ON INTERIOR FACE OF WALL TO SUPPORT JT�0 HAVE MINIMUM R-13 BATT INSULATION T/z" FLOOR TRUSSES ABOVE 8" X 8" BLOCK COLUMN WITH 145 VERTICAL ; REBAR AND POUR SOLID WITH 2500 PSI � CONCRETE AT THE TWO LOCATIONS --- ---- B BLOCK COLUMNS TO 11'4" HEIGHT WITH 16" BOND BEAM `-------- A AT TOP. THEN STEEL STRUCTURE PROVIDED BY STEEL BUILDING COMPANY TO SET ON TOP TO CREATE FACADE SEE DETAIL S-1 P-1 P-2 5.25"X 5.25" PSL POST IN WALL AT 2 LOCATIONS IN 7"X 7" PSL POST IN WALL AT 2 LOCATIONS IN WALL WALL UNDER STEEL BOX HEADER. STRAP HEADER UNDER FLOOR GIRDER. STRAP GIRDER TO POST TO POST WITH 1-SIMPSON LSTA24 FLAT STRAP WITH WITH R FLO R G LSTA24 FLAT STRAP WITH 1OST 1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST SDS IN GIRDER AND 10DX1 1/2" NAILS IN POST P-3 5.25"X 5.25" PSL POST IN WALL AT 3 LOCATIONS AS SHO N ALL HEADERS ABOVE OPENINGS NOT MARKED TO BE WITH BOX BEAM HEADER. STRAP HEADER TO POST TH STEEL BOX BEAM HEADER WITH TRIPLE STRUCTURAL 1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN OX BEAM STEEL STUDS AT EACH. STRAP HEADER TO POST WITH AND 10DX1 1/2" NAILS IN POST. 1-SIMPSON LSTA12 FLAT STRAP WITH 1/4"X1"SDS IN BOX BEAM AND 10DX1 1/2" NAILS IN POST. USE BOX BEAM HEADER FOR APPROPRIATE WALL EXTERIOR DOOR AND WINDOW SCHEDULE CALL OUT DESCRIPTION FRAME GLASS HARDWARE 6'0"X8'0" STORE FRONT DOORS TINTED KEY CYLINER EXTERIOR WITH THUMB T RN INTERIOR A WITH 3'0"X8'0" SIDELIGHT EACH BRONZE INSULATED ACTIVE DOOR - EDGE BOLTS INACTIV DOOR- PUSH BAR SIDE ALUMINUM U-VAL = .45 MIN EACH DOOR- DOOR CLOSURE EACH OOR- ADA SILL WIND PRESSURE +34.40 - 42.10 SHGC = .35 MIN TINTED B 60"X60" TEMP GLASS BRONZE INSULATED N / A 60"X36" TEMP GLASS ALUMINUM U-VAL = .45 MIN WIND PRESSURE +36.80 - 46.80 SHGC = .35 MIN C REMOVED i 36"X60" TEMP GLASS BRONZE TINTED ! D 36"X36" TEMP GLASS ALUMINUM INSULATED N / q' U-VAL = .45 MIN WIND PRESSURE +48.30 - 51.40 SHGC = .35 MIN E 10'0"X10'0" OH DOOR N/A N/A N/A WIND PRESSURE +30.60 - 36.80 3'0"X8'0" STEEL DOOR METAL N / A 4 - 4.5 HINGES - ADA LEVEL KEY LOCK F WIND PRESSURE +36.80 - 46.80 DOOR CLOSURE - ADA SILL TINTED G 64"X72" TEMP GLASS BRONZE INSULATED N / A ALUMINUM U-VAL = .45 MIN WIND PRESSURE +35.6 - 44.70 SHGC = .35 MIN 151' 8" 175' 0" MAIN LEVEL FLOOR PLAN 3/16" = 11011 INTERIOR DOOR AND WINDOW SCHEDULE CALL OUT DESCRIPTION FRAME HARDWARE 3- 4.5" HINGES 1 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER PASSAGE LOCK 6 PANEL HARDBOARD DOOR FINISH TO BE CHOSEN BY OWNER 6- 4.5" HINGES 2 DBL 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER PASSAGE LOCK ACTIVE DOOR 6 PANEL HARDBOARD DOOR ASTRICAL WITH EDGE BOLTS INACTIVE DOOR FINISH TO BE CHOSEN BY OWNER 3- 4.5" HINGES 3 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER PRIVACY LOCK 6 PANEL HARDBOARD DOOR FINISH TO BE CHOSEN BY OWNER 3- 4.5" HINGES 4 3'0"X7'0" X1 3/4" SOLID CORE METAL ADA LEVER KEY LOCK 6 PANEL HARDBOARD DOOR FINISH TO BE CHOSEN BY OWNER 5 18"X84" TEMP FIXED GLASS METAL N / A INSTALLED 12" A.F.F. 3- 4.5" BB HINGES ADA LEVER KEY LOCK 6 3'0"X7'0" X1 3/4" 60 MINUTE 60 MINUTE FIRE DOOR CLOSURE FIRE RATED STEEL DOOR RATED METAL ADA SILL FINISH TO BE CHOSEN BY OWNER 7 48"X54" TEMP FIXED GLASS METAL N / A INSTALLED 42" A.F.F. 6- 4.5" HINGES ADA LEVER PASSAGE LOCK ACTIVE DOOR 8 DBL 3'0"X7'0" X1 3/4" 60 MINUTE 60 MINUTE FIRE ASTRICAL WITH EDGE BOLTS INACTIVE DOOR FIRE RATED STEEL DOOR RATED METAL DOOR CLOSURE BOTH DOORS ADA SILL FINISH TO BE CHOSEN BY OWNER 9 10'0'X8'0" OH DOOR N/A N/A nA d 5/8" 18 GA TOP AND BOTTOM TRACK ?- 12" 18 GA STRUCTURAL STEEL STUD #8X1 SDS 6" OC AT EACH SIDE 3 5/8" BOX BEAM HEADER NOT TO SCALE 5" 18 GA TOP AND BOTTOM TRACK 2-12" 18 GA STRUCTURAL STEEL STUD #8X1 SDS 6" OC AT EACH SIDE 6" BOX BEAM HEADER NOT TO SCALE 0 SUSF STUD TO EX TO BOTTOM 0 MINIMUM 3 5 i0 0 o� 0 1/2" GYPSUN 0 SECURE STL STEEL TRACT THAT PENET SPACED 24" I NON LOAD BEARING TYPICAL METAL STUD WALL DETAIL NOT TO SCALE 'ENDED DR CEILING TEND AND BRACED OF BAR JOIST 8" 25 GA. METAL STUDS 16" OC WALL BOARD EACH SIDE D WALL AT BOTTOM THROUGH C WITH MASONRY ANCHORS RATE CONCRETE MINIMUM 1" )C eis 1 co N co 0 N co 0 N co N ARKAY ENGINEERING IN . STRUCTURAL ENGINEERS 1 1�`i3 RICHARD L. KIDD P.E. FLORIDA LICEN NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II Li Q z O W w co 00 00 6 oo A A o0 00 O O O I• m O co 00 T_ CM Z O H z m O0 I..L NW I.N1� I..L O O Q U p U- J � �y Z w Q O J Q = L1.1 LL U J Q J Q LaL Z �- J J V O _ Z (n (D I..L U 0 LL ONN N � � w W Z/ L.L O U ARKAY # 17915 f-. n:�.�4.�l iliaYY l�13: Illy _-.'rl L��hut.l.r��� - r�._ n:, � � �- .-- _ - _. � - - - -- � ��. � inii i co 0 ip 0 0 170' 0" 100, 0" 0 in W ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY .E. l! FLORIDA LICENSE MBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 LLi H Q 0 Z O w oD 00 O o0 M O M o0 O O I,*- co 00 1- i' m N co C7 Z p O Lj p Z m O L.L Q Nw INL L.L.. � O coO LLJ Q H Z Q � O J =w U J LL Q J Q J U) Z J O O a- _ Z_ Fn 2 w w _ � LL 0- U Q � L- O N 0- � ly w z Of O U ARKAY # 17915 28� — TOP OF FACADE HIGH END - 26_ Y +� — SAVE HEIGHT AT FRONT - 2Z 2' TOP OF FACADE LOW END TOP OF OPENINGS 1$--------- 12' 0 314: — MEZZANINE FINISH FLOOR - 11' 4" TOP OF BLOCK COLUMNS & CEILING ENTRY W 0* j� — — —TOP OF OPENINGS — FOAM LEDGE go, BUILDING FINISH FLOOR --------- DECORATIVE STACK BUILDING EAVE HEIGHT 20' 9" e @ THIS SIDE OF BUILDING 19' 0 3/4" TOP OF OPENINGS — - 12' 0 3/4" MEZZANINE FINISH FLOOR ---------- BOTTOM OF MEZZANINE 10' 0" FLOOR JOIST SYSTEM 0' 0" BUILDING FINISH FLOOR .. .. ... .. ... .. ... .. ..12 .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. . . . . . . . . . . 3 . . ' .. .. .. .. .. : 7/8" STUCCO FINISH OVER GALV PAPER BACK • . ... .. ... .. ... .. .. ... .. WIRE LATH INSTALL OVER THE STEEL BUILDING.. ............. ....... . . . ............ .......... ......... ............ ....I . . . . . ............ ...I.. . . I .......... ............ ....I... . . ............ ...I.. . . . .......... ............ ....I. . . . . ............ I...... ............ ...I........ .J...... . ...........' ...... ......'...... '..........' ....... . . . ..."'....... ...... .......*..... .­......... ...... . . . . ...­....... .I.I.. .......­..... .......... ..... . . . . . ...-......I ......... . ...-.I... .......... ...... . . .. ............ I....... ........... ............ ........ . . . ... .. ... .. ... .. ... .. ... .. *......I ..... .. .. ... .. ...'I.. ...'. .. ... .. ... .. ... .. ....'..I, ....'. .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. '...I.... ....' .. .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ..'.I.... ....'. .. .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ....-I... ..... ..*I..... ... .. .. ... .. ... .. . . METAL SIDING TYPICAL . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. ..STEEL STRUCTURE . ... .. ... .. .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. . . . . . .. .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . rA 21� to I * 1 c %0°o U � �J Z >�IL�Q - Q z � _ �u IPA ILB 4 ), U I Z i 0 4- UI lu p }- p U Q j... f b a tl�Y UI %-a 07u 072 aqb a . .. .. . .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . .. .. . .. : . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. : . . t , W ... .. ... ... .. .. ... .. ... .. ... ... .. ... .. ... .. ... .. ... .. ... .. .. .. ... .. .. .... ............... .. ... ... ...... .. ... .. ... .. ... .. .. . ..... .... ...... ... .... .,.. ... ...... .. ... .. ... .. .... ..... ... .. .... . 1... ... .. ... .... .... ... . ..... .. ... .. .... ..... . ... ..... ... .... . ..... .. . .... ....- .. -- ! - -------- ----- - --- li, S. : . . ........................................................ Q Fz I L=mmdjy,�- - I - - - .. .. ... .. ... .. .. ..... .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. O 55 jmp W . ------- H =---- --- I ------------------------•-------•----•----------------------------------------------------------'------'--- ------------- -----------------•----•-------•-------•----------`---`--`---`-----------------------------------------------------------•-------•-------•----•--- W w 0 0 r r SOUTH EAST ELEVATION 3/16" = 1' 0" o 0 0 0 0 12 12.. 3 ... .. ... .. ... .. ... =.. ::. --.... ..�... . .... .. .I .�.. C. =7....= ........ . ..7.-.. . . ... .,:.. .* ? . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. . . . . .. .1 ... .. ... .. ... .. ... .. ... .. 7/8" STUCCO FINISH OVER GALV PAPER BACK ' . ' .. .. ... .. .. • " . . .. .. .. ' . ' .. ' ' . ' WIRE LATH INSTALL OVER THE STEEL BUILDING. .. .. . .. ... .. ... .. ... .. ... .. ... .. ... .. . .. ... .. ... .. .. .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... . 'METAL SIDING TYPICAL . . ... .. ... .. ... .. ... .. STEEL STRUCTURE . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . .. . .. . ... .. . 1. F-1 . I . .. ... .. ... .. I .. .. ... .. ... .. ... .. ... SOUTHWEST ELEVATION 3/1611= 1' O" — TOP OF FACADE HIGH END — BUILDING EAVE HEIGHT THIS SIDE OF BUILDING 2&r + _ — TOP OF OPENINGS— — — 19. vd. — MEZZANINE FINISH FLOOR — n 12,0314 BOTTOM OF MEZZANINE �� — FLOOR JOIST SYSTEM — — & 1010" — TOP OF OPENINGS— — — — —BUILDING FINISH FLOOR — BUILDING EAVE HEIGHT 26 2" + _ 0 THIS SIDE OF BUILDING T 0" TOP OF OPENINGS 0' 0" — — BUILDG FINISH FLOOR — IN — — — — w.. .. ... .. ''' 1 J 12 `� . .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ® 1 . .. .. ... .. .. .. .. ... .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. • • • • • • • • • .7/8" STUCCO FINISH OVER GALV PAPER BACK . . • • WIRE LATH INSTALL OVER THE STEEL BUILDING : : • ........... ...J.. ....... ........... ..... .. .. ........... ,,�.I.... . . . I....... .. � ...-1......,....'...... .,..'I. .. .. . .. . ...."..........'...... ..,.'........ ....,......... .1.....'.......'.I...' ,",I,.... ... . ..............'....., .,......... .....,.......... ......,.............., ........ .. . . .................... ......................... ..............I..... ....... . .I . . .................... ...... ..1................ ....... I............ .:..... . . . ...... . .. .. ..METAL SIDING TYPICAL _STEEL STRUCTURE. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ., .. .. .. .. .. .. .. .. .. . . I. .. .. .. ... .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . o ." NORTHEAST ELEVATION 3/16" = 1' 0" BUILDING EAVE HEIGHT — —@ THIS SIDE OF BUILDING — — BUILDING FINISH FLOOR 0' 0" IIIIIIIIIIII ---- -- - I mill ■ : � — - NORTHWEST ELEVATION 3/1611= 1' 0" ARKAY ENGINEERING INC. STRUCTURAL ENGINEER (��1 i RICHARD L. KIDDEY .E. ) FLORIDA LICENS UMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II r- Ix m T- 6 O A 0 Iq 0 r 2 0 W 0 Z m O w 0 w w w w 0 O m LL Q J 0 0 > f— Z W Q � Q Q_J Q J U) LL Z M J O O a. _ z Fn 2 w O w � i LL M �- � � O U N � � w z Of 0 U ARKAY # 17915 BUILDING EAVE HEIGHT @ THIS SIDE OF BUILDING 22' 0" BUILDING EAVE HEIGHT 20' 9" @ THIS SIDE OF BUILDING — 19' 0 3/4" Lik TOP OF OPENINGS _ I I I I TOP OF OPENINGS 19' 0 3/4" Tl/ Ll I 12' 0 3/4" MEZZANINE FINISH FLOOR MEZZANINE FINISH FLOOR 12' 0 3/4" r� Q c0 • c M N V Z LLu-2- zd� do — �LL � Q� � Q O�Ub' �4 c(l LL Lu Hu m0. w- BOTTOM OF MEZZANINE BOTTOM OF MEZZANINE 10' 0" FLOOR JOIST SYSTEM FLOOR JOIST SYSTEM 10 0" W — _ Q ---- Z 24" DEEP WOOD FLOOR TRUSSES 16" OC 7 N R-19 FIBERGLASS INSULATION TOP OF OPENINGS 8' 0" > _ SECURE FLOOR GIRDER TO STEEL COLUMN WITH SIMPSON LSTA24 FLAT STRAP. USE 1/4"X1" 6" STRUCTURAL LOAD BEARING STEEL CA; A SDS SCREWS IN COLUMN AND 10DX1 1/2" NAILS STUD WALL WITH 1/2" GYPSUM BOARD N GIRDER ob IN ON INTERIOR FACE O O O ti k0 I� SECURE PSL POST TO FLOOR WITH SIMPSON O LTT20B TIE DOWN, FILL NAIL HOLES TO POST WITH 10DX1 1/2" NAILS AND TO FLOOR WITHob m 5/8"X6" EXPANSION BOLT } m N Z O 0101, BUILDING FINISH FLOOR BUILDING FINISH FLOOR 0' 0" QQ Zco — — — Q p O CUT BUILDING SECTION NOT TO SCALE 12 1 � BUILDING EAVE HEIGHT < 22' 0" @ THIS SIDE OF BUILDING loll W BUILDING EAVE HEIGHT R-19 FIBERGLASS INSULATION INSTALLED CONTINUOUS BETWEEN @ THIS SIDE OF BUILDING 20' 9" PURLING THEN SECOND LAYER R-11 INSULATION INSTALLED ON TOP — OF PURLING THE OPPOSITE DIRECTION WITH TOTAL R-30 INSULATION O TOP OF OPENINGS 19' 0 3/4" TOP OF OPENINGS 19' 0 3/4" 0 O m J U Q Q Q LL ~ IN— J Q = W U J LL U J Q U) R-13 FIBERGLASS INSULATION R-13 FIBERGLASS INSULATION STORAGE AREA 42" HIGH RAILING WITH BALUSTERS LL z J J J PACED MAXIMUM 4" APART TYPICAL ALL AREAS cc 10 3/4" T&G PLYWOOD GLUED AND NAILED 4" OC WITH 1 OD NAILS i 'v � •_ T 1� 12' 0 3/4" MEZZANINE FINISH FLOOR MEZZANINE FINISH FLOOR 12' 0 3/4" FLOOR TRUSS GIRDER NOTE: — — U � u- N SECURE FLOOR GIRDER TO STEEL COLUMN ALL AREAS IN WAREHOUSE IS H-3 HAZARDOUS AREA Q O BOTTOM OF MEZZANINE WITH SIMPSON LSTA24 FLAT STRAP. USE 1/4"X1" BOTTOM OF MEZZANINE 10, 0" FLOOR JOIST SYSTEM SIDS SCREWS IN COLUMN AND 10DX1 1/2" NAILS DUE TO CHEMICALS USED IN PRODUCTS MANUFACTURED JOIST SYSTEM 10, 0" _ _FLOOR IN GIRDER AND BOTTLED IN THESE AREAS W 24" DEEP WOOD FLOOR TRUSSES 16" OC NZ L.L 8' 0" TOP OF OPENINGS — O 4" SQUARE STEEL COLUMN AI 1 \A/nnn \AC77AAl10.IC CI nnD 1AICT %A/nnr% r%Cf'VlAIL` 0' 0" BUILDING FINISH FLOOR CUT BUILDING SECTION NOT TO SCALE BUILDING FINISH FLOOR 0101, ARKAY ENGINEERING INC. i STRUCTURA/P.. RICHARD L. KI FLORIDA LICE7296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY # 17915 BUILDING EAVE HEIGHT 20' 9" @ THIS SIDE OF BUILDING — 19, 0 3/4" TOP OF OPENINGS 12' 0 3/4" MEZZANINE FINISH FLOOR BOTTOM OF MEZZANINE ,010.1 FLOOR JOIST SYSTEM BUILDING EAVE HEIGHT @ THIS SIDE OF BUILDING 22' 0" TOP OF OPENINGS 19' 0 3/4" MEZZANINE FINISH FLOOR 12' 0 3/4" BOTTOM OF MEZZANINE FLOOR JOIST SYSTEM 6i 10' 0" — Q 0 Z O TOP OF OPENINGS 8' 0" > — Lll Co eM co O r� ck) 0 I'm 0 ?�0 u Z 0 Z C. ,u 8ilf } ul as SECURE PSL POST TO FLOOR WITH SIMPSON O Go 1l_ LTT20B TIE DOWN, FILL NAIL HOLES TO POST WITH 10DX1 1/2" NAILS AND TO FLOOR WITH m 5/8"X6" EXPANSION BOLT m Ncb c+* Z o Z 0' 0" BUILDING FINISH FLOOR BUILDING FINISH FLOOR 0' 0" a p H p O — CUT BUILDING SEC ON ,& NOT T SCALE 12 1 � BUILDING EAVE HEIGHT 22' 0" @ THIS SIDE OF BUILDING - w BUILDING EAVE HEIGHT R-19 FIBERGLASS INSULATION INSTALLED CONTINUOUS ETWEEN @ THIS SIDE OF BUILDING 20' 9" PURLING THEN SECOND LAYER R-11 INSULATION INST LED ON TOP — OF PURLING THE OPPOSITE DIRECTION WITH TOTAL 0 INSULATION n/ O 19' 0 3/4" TOP OF OPENINGS TOP OF OPENINGS 19' 0 3/4" O co U Q Q LL J Z � O J =W J LL U U R-13 FIBERGLASS INSULATION < � Q Q R-13 FIBERGLASS INSULATION STORAGE AREA 42" HIGH RAILING WITH BALUSTERS LL ^J Z J PACED MAXIMUM 4" APART TYPICAL ALL AREAS ' ^ v O ^ L•L T .L ih do Z v, 3/4" T&G PLYWOOD GLUED AND NAILED 4" OC WITH 101) NAILS �v ; •�• 12' 0 3/4" MEZZANINE FINISH FLOOR FLOOR TRUSS GIRDER NOTE: MEZZANINE FINISH FLOOR 12' 0 3/4" — U � � N SECURE FLOOR GIRDER TO STEEL COLUMN ALL AREAS IN WAREHOUSE IS H-3 HAZARDOUS AREA Q O BOTTOM OF MEZZANINE WITH SIMPSON LSTA24 FLAT STRAP. USE 1/4"X1" BOTTOM OF MEZZANINE ^ 1••� 10' 0" FLOOR JOIST SYSTEM SDS SCREWS IN COLUMN AND 10DX1 1/2" NAILS DUE TO CHEMICALS USED IN PRODUCTS MANUFACTURED JOIST SYSTEM n 10, 0" — _FLOOR IN GIRDER AND BOTTLED IN THESE AREAS W 24" DEEP WOOD FLOOR TRUSSES 16" OC NZ I.L 8' 0" TOP OF OPENINGS _ 4" SQUARE STEEL COLUMN U 0' 0" BUILDING FINISH FLOOR CUT BUILDING SECTION NOT TO SCALE BUILDING FINISH FLOOR 0.0. ARKAY ENGINEERING !NC. STRUCTURAL ENGINEER RICHARD L. KIDDE P.E. ` FLORIDA LICENS NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 17915 cc 170' 0" 70' 0" 100,01, 60"X36"X 6" THICK CONCRETE PAD FOR SECURE AIR COMPRESSOR 80 GALLON TANK 5 HP 230V 3 PHASE 110. 1' 0" 24' 0" 25' 0" 251010 24' 0" I I I I o e o o ° °•----------------------------------------------------- • ° --------• ------------------------------------------------ ° ;---------------------------------------- ----------------• o -----------------------------------------------------, ❑ 0 Lo 22' 4" 23' 4" 23' 4" 1 i f I I I I I co °--------------------------------------------------. ----------------• ° —I rt----------------------------- rt----------------------------- fi------------------------ --- I I ' -;---, I I I ' N �❑ I I 19' 6" I 19' 8" 19' 10" 19, 10" I I 20' 4" � ___ I I I I I , A I co 0 ' ----' ;- ' i ,I ' '-----------------= i ,-- I -�'----------------- $---- �- �--------- I ' -L3-- --------------- �------- i -- 1 i tJ---- ----------------'--- '�---- I �- :- N CO ' 21r 5" A,�' 4" 'fY 4' On' O ; I ----------' ; ❑p I ❑D ; I ❑D ---------------- I � D � :--------------' � j D ❑ I' oco - Lo - — -------------------- -—t---------- - — - — - — - — - — - — - — -— ---------------------�- -- 5'0" I------------------------------ -- — - — - — - — - — - — - — - — - — - — - — - — - — - — -- -- — - — - — - — - — - — - — - — - — - — - — - — - — - — -- -- — - — - — - — - — - — - — - — - — - — - — - — I -- e 3' 8„ - of oA o MET 'I ' ' I "co I , N co;;rzo -------I --• - I- F ; 0 e 0 o . ❑ 0 I o 0 0 0 0 o 0 I e 0 1 o ��� i ■ - M I -- - - - - -- co■ - O ■ N ■■■ iI ■■■ j14' 6s/8' 11 1 20' 5'/" 2' 0" 1- T 0" 16' 4" 2' 0° 151' 8" 175' 0" DUE TO STEEL BUILDING DRAWINGS WERE NOT PROVIDED AT TIME OF THESE DRAWINGS OUR COLUMN LOCATIONS WERE PLACED BASED ON OUR DRAWINGS. THE ACTUAL SIZE FOUNDATION PLAN 3/ 16" = 111011 AND LOCATIONS TO BE VERIFIED BY STEEL BUILDING MANUFACTURE. FOUNDATION DESIGN IS BASED ON COLUMN LOCATIONS SHOWN. IF LOCATIONS ARE CHANGED THE ENGINEER OF RECORD MUST BE NOTIFIED TO VERIFY FOUNDATION PADS. THIS MAY CAUSE ADDITIONAL FEES. ❑A 0 4' 0" 48"X48"X12" DEEP WITH 5 - # 5 REBAR EACH WAY FBI 0 6' 0" Aft 72"X72"X12" DEEP WITH 7 - # 5 REBAR EACH WAY 30"X30"X12" DEEP WITH 3 - # 5 REBAR EACH WAY ❑D 0 51011 60"X60"X12" DEEP WITH (6) #5 REBAR EACH WAY 31011 36"X36"X12" DEEP WITH 4 - # 5 REBAR EACH WAY 4" SLAB AT OFFICE AREAS, COVERED ENTRY AND 6" AT WAREHOUSE. ALL CONCRETE TO BE MINIMUM 2500 PSI WITH WIRE MESH OVER 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL a 6" 2' 0" 24" WIDE X12" DEEP FOOTING WITH 3 - # 5 REBAR 4" SLAB .ALL CONCRETE TO BE MINIMUM 2500 PSI WITH WIRE MESH OVER 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL C --------------- 6" 2' 0" Cn 24" WIDE X12" DEEP FOOTING WITH 3 - # 5 REBAR my r� cal d1 I � 0 U VMS Z IL IL 4 ul IL J ul�o-0 -aoc w Q a z W 0 oCb A CO O O i m Z O T- o 04 A 0 HZ ti r- 11, Cb r- m O0 Q w N� L.L O O Q U � LL J Z Q 0� O J_ = w LL U < J Q Q J J LL Z a J O O _ Z (n O w _ U a— U Q O LL o w N a- Of w Z O CU ARKAY ENGINEERING INC. STRUCTURAL ENGINEE RICHARD L. KIDDE P.E. FLORIDA LICEN NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 17915 iwewiw co N IIII r r r r r r r r r�^r 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 �� . ,• .. --.- -••- . ���IIIIII�►IIIIIIIII�IIIII�IIIIIIIII/(IIIIIII Illllllrll� • IIIlilllt�llllllll IIII�IIIIIIIIII IIIIIIIII (IIIIIII I� IIIIIIIIIIIIIIII11111111111111111111111111111111 Illllijj����lllllllllll��l��llllllllllllllllll��l��llllllllllllllllll��l��llllllllllllllllll I I I �������II,I, I,iI,II,I,I,I,II,I,I,I,I,I,I,II,I,I,I,I,I,I,I,IN I -FLOOR FLOOR SYSTEM • ,I- i I,�I►I,,III •�-I i I I I I I I.I I, 1► r I I, r r ;� I I, II-. r I, -,- l -•; •, I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I IIII IIII III III 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 IIIIIII IIIIIII ( ( 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�� III IIII IIII 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 I I I I I ifl, 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: IIII �I I. ��I III ( 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 �� . ICI I ���! I ICI !_!_!_!_!,_!_!_!_!_!_!_!_,!_!_!_! I I I I I_=_ I I I I ! I ------.1.—�� I I I I I I i l I l 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• �� 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 1 I 1 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 co f ., .. 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� ii I� I� I III I I I I I I I I I I I ' i �J �� ' l ��! �! ��'�I 'i 'i '; �! I I I I ( I I I I I �� III 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 C' �I �I C• ►� �� 1 I ( I co - 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 III III I I I I I I I I I 2. FLOOR TRUSS LOADS ASSUMED FLOOR TRUSS PLAN 3/1611 1' O" 0� LIVE LOAD 125 PSF 0 DEAD LOAD 10 PSF Q 3. TRUSS MANUFACTURE TO PLACE CHASE IN w CENTER OF ALL FLOOR TRUSSES FOR AC DUCT 28' 0" TOP OF FACADE HIGH END_ N L.L O O Q 0 26' 2" + - EAVE HEIGHT AT FRONT L.L J 12 }", Z Q O (— 3 STEEL ROOF PANEL BY STEEL Q J BUILDING MANUFACTURE �•J ALL WOOD MEZZANINE FLOOR JOIST, WOOD DECKING, J Q ^ ''^^ V J J Q STEEL COLUMNS,STEEL STUD WALL SUPPORTING THE MEZZANINE AND STEEL STAIRS TO MEZZANINE TO BE Z L1 J 22' 2" TOP OF FACADE LOW END - — COATED WITH FLAME CONTROL COATINGS AS PER FLAME CONTROL NO. 10-10A SUBMITTAL DATA SHEETS O ^ ly TO ACHIEVE THE MINIMUM 1 HOUR FIRE RATING AS vJ REQUIRED PER FBC 414.2.4 rrZ 11 1 1/2" ROUND TOP RAIL 42" V w 1.L STEEL WALL PANEL BY STEEL BUILDING ABOVE MEZZANINE FLOOR a- 1 1/2" ROUND TOP RAIL MANUFACTURE WITH GALV PAPER BACK 42" ABOVE LANDING 1" SPINDLES @ 4" APART (, O w A' WIRE LATH AND 7/8" STUCCO FINISH AT ALL AREAS Q / 0 O ' V IL w MEZZANINE w STEEL STRUCTURE DESIGN TO SET ON TOP OF LOWER BLOCK STRUCTURE LANDING CD ED Z w BY STEEL BUILDING MANUFACTURE O \\\\\\ ONE ROW BLOCK KNOCK OUT LINTEL WITH 1-#5 HORIZONTAL = 11' 4" TOP OF BLOCK COLUMNS & CEILING C 8" X 24" X24" CORNER BLOCK COLUMN WITH 6- #5 VERTICAL REBAR POUR SOLID WITH 2500 PSI CONCRETE AT THIS CORNER LOCATION 0.01. BUILDING FINISH FLOOR SEE FOUNDATION PLAN FOR FOOTINGS TYPICAL EACH SIDE SEE FOUNDATION PLAN FOR FOOTINGS ENTRY CUT DETAIL SECTION S-1 NOT TO SCALE LINTEL WITH 1-#5 HORIZONTAL IR ENTIRE BEAM SOLID WITH 2500 =TE :24" BLOCK COLUMNS WITH 345 VERTICAL 3AR AND POUR SOLID WITH 2500 PSI CONCRETE THE TWO CORNER LOCATIONS 1 1/2" ROUND TOP RAIL 42" ABOVE LANDING AT EACH SIDE 4" CONCRETE FLOOR, NO FOOTING REQUIRED FOR STAIRS ALL STEEL PAINTED STAIRS ALL TO BE VERIFIED IN FIELD STAIR CUT SECTION DETAIL NOT TO SCALE LANDING 1 1/2" ROUND GUARD RAIL 42" ABOVE TREADS AT EACH SIDE OF STAIRS 1 1/2" ROUND HANDRAIL 36" ABOVE TREADS AT EACH SIDE OF STAIRS 6 7/8" CLOSED RISERS, VERIFY IN FIELD MAXIMUM HEIGHT OF RISER TO BE 7" —11" TREADS MINIMUM 'a" MINIMUM 12" EXTENSION BEYOND LAST TREAD AT BOTTOM AND AT LANDING AT TOP OF STAIRS ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDE P.E. FLORIDA LICEN NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY # 17915 170' 0" 0 in 22' 4" ----t i 00 oo 0 00 i i i= IFD 7 i i i i i i ---- ----- ----- I ..... : — WL ■ ■ ■ 28' 0" TOP OF FACADE HIGH END 26' 2" + - EAVE HEIGHT AT FRONT 22' 2" TOP OF FACADE LOW END 11' 4" TOP OF BLOCK COLUMNS & CEILING Cc 8" X 24" X24" CORNER BLOCK COLUMN WITH 6- #5 VERTICAL REBAR POUR SOLID WITH 2500 PSI CONCRETE AT THIS CORNER LOCATION 0' 0" BUILDING FINISH FLOOR 70' 0" 23' 4" l�J L__ .1 L 1. SEE FLOOR PLAN ON SHEET 61 FOR BEARING WALL AND BEARING POST SPECIFICATIONS 2. FLOOR TRUSS LOADS ASSUMED LIVE LOAD 125 PSF DEAD LOAD 10 PSF 3. TRUSS MANUFACTURE TO PLACE CHASE IN CENTER OF ALL FLOOR TRUSSES FOR AC DUCT 23' 4" M iD n BOX OUT AREA FOR DUCT FROM AIR HANDLER ABOVE.VERIFY WITH CONTRACTOR. FIELD FRAME FLOOR AROUND DUCT WITH 2X12 #2 PINE f u. u u u u u u L '4 SEE FOUNDATION PLAN FOR FOOTINGS TYPICAL EACH SIDE SEE FOUNDATION PLAN FOR FOOTINGS ENTRY CUT DETAIL SECTION S-1 NOT TO SCALE 100, 0" 1101, 24' 0" 25' 0" I r i i 2X12 #2 PINE RIM JOIST / 2X12 #2 PINE JOIST @ 16"OC WITH ACV 3/4" T&G PLYWOOD DECK AT TOP AND 1/2" CEILING GYPSUM BOARD AS CEILING BELOW 25' 0" 24' 0" 1101, q q q Iq g q q q q q q I q 4" STEEL SQUARE COLUMNS UPSET FLOOR GIRDER TYPICAL 6 LOCATIONS IN WAREHOUSE IN FLOOR SYSTEM 2X12 #2 PINE RIM JOIST " „ „ „ 5 2 14 6 19 8 19,101,19 10 19 8 ----------------------------I--------------------------------------------------------I---------------------------- --—————————————————————————— [� I T T T T T 20 RISERS @ 6 7/8" WITH 19-11" AND 1 RISERS @ 6 7/8- UP TOLTO MIEZZAN NE ••' '� - 1 1 1 1"II 1 "III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / / "II'� II" 1 1 1 1 1 ��I I I I I I I I I I I I I I I I I I IIII I I� • - • • -� �� I ��I I I I I I I - I I I I I .'' i J ':' l � .' "'I 'i � 'i '; ► 111111111111111A115111Nil! Nil 111151511 LANDING IS PART OF THE STEEb*%TAIRS 5' 2" FLOOR TRUSS PLAN 3/1611 = 19011 tOOF PANEL BY STEEL G MANUFACTURE :L WALL PANEL BY STEEL BUILDING UFACTURE WITH GALV PAPER BACK : LATH AND 7/8" STUCCO FINISH AT kREAS NOCK OUT LINTEL 1 145 HORIZONTAL LINTEL WITH 1-#5 HORIZONTAL R ENTIRE BEAM SOLID WITH 2500 =TE 24" BLOCK COLUMNS WITH 345 VERTICAL 3AR AND POUR SOLID WITH 2500 PSI CONCRETE THE TWO CORNER LOCATIONS 1 1/2" ROUND TOP RAIL_ 42" ABOVE LANDING MEZZANINE LANDING iD c� 1" SPINDLES @ 4" APART FLOOR GIRDER WITH FLOOR TRUSSES AT TOP OF GIRDER VERIFY DEPTH OF COLUMN AT FLOOR ELEVATION TO ASSURE FLOOR GIRDER LOCATION AT FACE OF COLUMNS 1 1/2" ROUND TOP RAIL 42" ABOVE MEZZANINE FLOOR 1 1/2" ROUND TOP RAIL 42" ABOVE LANDING AT EACH SIDE LANDING 1 1/2" ROUND GUARD RAIL 42" ABOVE TREADS AT EACH SIDE OF STAIRS 1 1/2" ROUND HANDRAIL 36" ABOVE TREADS AT EACH SIDE OF STAIRS 6 7/8" CLOSED RISERS, VERIFY IN FIELD ;! MAXIMUM HEIGHT OF RISER TO BE 7" 11" TREADS MINIMUM ........ k MINIMUM 12" EXTENSION BEYOND LAST TREAD AT BOTTOM AND AT LANDING AT TOP OF STAIRS 4" CONCRETE FLOOR, NO FOOTING REQUIRED FOR STAIRS ALL STEEL PAINTED STAIRS ALL TO BE VERIFIED IN FIELD STAIR CUT SECTION DETAIL NOT TO SCALE CD N co N r OMA21M CC% 0� IL _ XX� ? &LL �O - m o" zmm Z o IW v a O v a 46-0 IS W a Z coLu co co r r r O cM O cM o0 co O O O ---- co ob O � m Ch Z O 6i z m 0 o O N 0 Q LLI N O O m 0 LL J 0 N Z L.L O Q LLJ U J Q J Q Z J J C�0�2 Z (n W 2 L.- LL 0 LL N U < �O L.I. W �Z/ I..L O U ARKAY ENGINEERING INC. STRUCTURAL ENGINEER ! RICHARD L. KIDDEY .E. (149 FLORIDA LICENS UMBER 37296 B 6 I HERBY CERTIFY THAT THES PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY # 17915 Design No. U404 BXUV.U4o4 Fire Resistance Ratings - ANSIjUL 263 Design %System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. e Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements- The published information cannot always address every construction nuance encountered in the field. e When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each -product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. it Onbj products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings i ANSI,/UL 263 See er l nfo t` n for Fire Resistance Ratincis, -_ANAL 263 Design No. U404 March 19, 2012 Bearing Wall Rating 1 and 2 Hr (See Items 2, 3 and 5) Nonbearing Wall Ranting — 1 and 2 Hr (See items 2, 3 and 5) Load Restricted for Canadian Applications — Sae Guide BXUW F V a z i Fro 1 i 1.i rats r- Gonfiguration 13 z mr, nugu ramn t... 1. Steel Floor and Ceiifing Runners — (Not Shown) `— Channel shaped, 3-1/2 in. wide by 1-1/4 in. deep, fabricated from min 20 MSG (0.0329 in., min bare metal thickness) galvanized steel. Attached to floor and ceiling with steel fasteners spaced 24 in. OC max. 2. Steel Studs , fabricated: from min 20 MSG (0.0329 in., min bare metal thickness) galvanized steel , spacea max 16 in. OC. For bearing walls, studs shall be designed in accordance with the current edition of the Specification for the Design of Cam -Farmed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the bearing wall assembly, including the axial design toad of the studs, shall be as specified by the steel stud designer and/or producer and shall meet the requirements of all applicable local code agencies. Steel studs attached to floor and ceiling runners with 3/8 in. long Type S-12 steed screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications. For nonbearing walls, studs to be cut 3/8 to 314 in. less than assembly height and friction -fitted into floor and ceiling runners . 2A. Steel Studs — (As an alternate to Item 2, For use with Items SA & 55) Channel shaped, fabricated from min 20 MSG corrosion -protected or gals steel, 3-1/2 in. ruin width, min 1-1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. For nonbearing walls, studs to be cut 5/8 to 314 in. less than assembly height. 3. Camentitious Backer Units* — 1/2 in. or S/8 in. thick, applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with corrosion resistant, chamfered, ribbed wafer head screws with a minimum head diameter of .400 inch. For nonbearing systems, fastened to studs and bottom runners with the uppermost screws placed 112 in. to 2 in. below the bottom edge of the leg of the top runner. Horizontal joints need not be backed by framing. 1 Hr System - Screws shall be min 1-1/4 in. long and spaced a max of 8 in. OC. All vertical joints staggered one stud cavity from gypsum board vertical joints on tha opposite side of studs. Horizontal cadge joints and horizontal butt joints on opposite sides of studs need not be staggered. 2-Hr System - For the base layer in Configuration B, the screws shall be min 1-1/4 in. long and spaced a max of 12 in. OC. For the face layers, screws shall be 1-5/8 in. long and spaced a max of 8 in. OC. All face layer joints offset min 12 in. from underlying base layer joints. Joints in either layer need not be staggered from ,joints on the opposite side of the wall - UNITED STATES GYPSUM CO — DUROCK Exterior Cement Board, or DUROCK Brand Cement Board. 4. Batts and Blankets* — Min 3 in. thick mineral wood insulation baits, friction -fitted between studs . IIG 14INWOOL L L C _ Type SAFE THERMAFIBER INC — Type SAFE. S. Gypsum Board* -- 5/8 in. thick,. with square or tapered edges, applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing. Fastened with Type S- 12 screws. I-Hr System - For vertical application, fastened to studs and runners with 1 in. long screws spaced max 8 in. OC at vertical edges and spaced max 12 in. OC in the field. For horizontal application, fastened to studs and runners with 1 in. long screws spaced relax 8 in- OC. Vertical joints staggered one stud cavity from cement board vertical joints on apposite side of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. 2-Hr System - Base layer with an overlying gypsum .board face layer, fastened with 1 in. long screws spaced max 16 in. OC to studs and runners. Base layer with an overlying cement board face layer, fastened with 1 in. long screws spaded max 12 in. OC to studs and runners. Face layers fastened with 1-5/8 in. long screws spaced max 16 in. OC to studs and runners with: screws offset 8 in. from face layer screws. Face layer joints offset ruin 12 in. from base layer joints. Joints in either layer need not be staggered from joints on the opposite side of the wall. When used in widths other than 48 in., gypsum panels to be installed horizontally. 6i a Z O C0 w X s CGC INC — Types AR, C, IP-AR, IP-XI, IP-X2, IPC: AR, SC)(, SHX, SGX, ULX, WIC or WRX. � o ti 00 r` o o UNITED STATES GYPSUM CO -- Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, m A WRX, USGX (Joint tape and compound, Items 6 and 7, optional for use with Type USGX). Z u1 Z ~ m p p O USG MEXICO S A DE C V -- Types Alt, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX. 5A. Gypsum Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of wall, For direct attachment only) - Nom 5/8 in- thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP --- Type RB-LBG 5B_ gypsum Board* -- (As an alternate to Item 5 may be used as the base layer on one or both sides of wall, For direct attachment only). Nominal S/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on compression fitted or adhered over steel screw heads or max 1/2 in. by 1-114 in, by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5A) underneath screw locations prior to the installation of the screws. opposite sides of studs. Wallboard secured to studs with i-2/�l in. long Type 5-12 (orb by 1-1J4 in. long Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. 0 10A. stead Des — (Not Shown, for use with Item 5C) Max 5/16 in. diam by max 0.140 in. thick lead discs NEW ENGLAND LEAD BURNING CO INC, DBA compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ-L-201f, Grades "A, B, C or D". _ NELCO — Nelco 11. Lead Batten Strips — (Not Shown, For Use with Item 5B) Lead batten strips, 2 in. wide, max 10 ft long W ry with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long Type S-8 head steel screws, at the top of the strip and the bottom of the strip min. pan one one at SC. Gypsum Board* -- (As an alternate to Item 5) For Direct Application to Studs Only- For use as the or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required O base layer or as the face layer. Nora 518 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on behind vertical joints of lead backed gypsum wallboard (Item 58) and optional at remaining stud locations. U O opposite sides of Studs. Wallboard secured to studs with 1-5/$ in. long Type 5-12 steel screws spaced $ in, OC at perimeter and 12 in OC in the field when applied as the base layer. When applied as the face layer 12. Lead Tabs -- (Not Shown, For Use with Item 5B) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs ` J Q Wscrew Z length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed stud locations. Lead batten 2 in. ft required at each location where a screw (that secures the gypsum boards, Item 5B) will penetrate the steel "C". r Q O gypsum wallboard and optional at remaining strips, min wide, max 10 stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade Lead tabs long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. may be held in place with standard adhesive tape if necessary. Q w J long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead fitted heads. LL discs, max 5/16 in. diam by max 0.140 in. thick. compression or adhered over the screw Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grades "A, B, for face layer lead backed board be C or D". Fasteners gypsum panels (Item 5) when installed over to min 2- Q J J 112 in. l.L Z J MAYCO INDUSTRIES INC — Type X-Ray shielded Gypsum V 0 a ��Znn V 5D. 'Gypsum Board* — ((As an alternate to Items 5 may be used as the base layer on one or both sides of w Of wall, For direct attachment only)) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed q UJ gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs Y O w and staggered min 1 stud cavity on opposite sideof studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel spaced 8 in. OC at 12 in. OC in the field. Lead batten rein 2 in. U � LL N screws perimeter and strips, � O wide, max 8 ft tong with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression w fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the "C". layer Z Federal specification QQ-L-201f, Grade Fasteners for fare gypsum panels (Item 5) when installed over dead backed board to be min 2-1/2 in. Type S-12 bugle head steel. W O RADIATION PROTECTION PRODUCTS INC —Type RPP-LBG U 6. Joints — Covered with glass fiber mesh tape and latex modified Portland cement mortar or basecoat, or Type I organic adhesive, 7_ Joints — When tapered edge gypsum board is used, face layer joints covered with joint compound and paper tape. As an alternate, gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced. When square -edge gypsum board is used, treatment of joints is optional. 8. Vapor Retarder, Water Barrier or Weather Resin#ive Barrier — (Optional — Not shown) — As required. 9. Lead Batten Strips — (Not Shown, For use With item 5A) - Lead batten strips, min 1-1/Z In. wide, Max 10 ft long with a max thickness of 0-12S in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of dead backed gypsum wallboard (Item 5A) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Skips — (Not Shown, for use with Item 5C) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of .0140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. tong min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.91% meeting the Federal specification QQ-L-201f, Grades "A, B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5) and optional at remaining stud locations. 10. Lead Discs or Tahs — (Not Shown, For use With Item SA) - Used in lieu of or in addition to the lead batten strips (Item 9) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs ARKAY ENGINEERING INC. ' STRUCTURAL ENGINEE -1 RICHARD L. KIDDEY .E. 1 FLORIDA LICENS UMBER 3 296 I HERBY CERTIFY THAT THE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY # 17915 24x24, 179 cfm 8" I■ 15 � A Eli 24 x 206, 9" 24x24 206 cfm 9" 24 x 24 14" BBBI--------------------------------------------------------- B B' 24 x 24 359 cfm 10 24 x 24 179 cfm 8" 24 x 24 210 cfm 9" 24 x 24 14" 24 x 24 241 cfn 9" 24 x 24 Mounted on bracket attached to building NOTE: BALANCING DAMPERS TO BE INSTALLED IN Floor joist framed out under AH located on Mezz. ALL SUPPLY AIR BRANCHES TO ALLOW FOR CFM level to allow for unobstructed area for SA and ADJUSTMENTS ON TEST AND BALANCE TEST. RA plenums. 24 x 24 10" 24 x 241 9" 24 x 24 133 cfm 24 x 24 24 x 24 7 ^ 136 cfm 136 " 7" 6 12 x 14 24 x 24 14" roll 24 x 24177CES 241 9" 16 x 14 12 x 14 .I K8100 24 x 24 120 cfm 7" i 4 e 12" 24 x 24 120 cfm Sup Riler 30 x 30x1 856 Co 93014 " 14 24x24 57 cfm 5" 24 x 8" 24 x 24 178 cfm 8" 24 x 24 24 x 24 10" 16x8 390 cfm NOTE: DUCTS TO BE RAN ABOVE OVERHEAD DOOR EMPLOYEE LOCKERS 0 / 12x6 38 cfm 4" 12x6 23 cf EF-1 ^ 4 n EF-2 L�J 10 CFM 50 CFM 14x8 T 389 cfm 12 x 16 AIR COMPRESSOR ® 80 GALLON TANK 5 HP 230V 3 PHASE 16x8 390 cfm Ducts located within flooring system 4 Ton - CU4 Mounted on 0 Landscape Screening around bracket CU for asthetics attached to building MAIN LEVEL HVAC PLAN 3/16" = 11011 EF-4 - 390 CFM CANARM - or Eqv. MODEL # S10-B2 @ 0.1" SP STANDARD WALL INTERLOCKED TO HVAC SYSTEM 6 Ton - CU2 Mounted on bracket x attached to building AH2- OA - 669 CFM 12 x 16 16 x 16 24 x 16 I 10 " Duct to exterior wall with 16 x 8 16 x 8 46 R7, . I r �7 rff x 16 x 8 screen and automatic damper 390 cfm 390 cfm 390 cfm 390 cfm 48 x 24 2400 cfm AH2 - 6 Ton HANGING FROM ERS SMOKE DETECTOR INSTALLED IN SA PLENUM -- 4'0\ . i; i N _ __ -- ~16'0 ��� Ducts located within v LINE MACHINE- DEMENSION ARE BASED flooring system 16 x 16 ON THE LARGEST DEMENSION EACH WAY 221 cfm -- -- -- -- -- --\2o_o"L����-- -- -- -- 14 x 8 9 " 14x8 14x 221 cfm T 389 cfm 389 m AH located above on 12 x 16 16 x 0 Mezz. Level EF-3 - 360 CFM CANARM - or Eqv. MODEL # S8-132 @ 0.1" SP STANDARD WALL EXHAUST FAN INTERLOCKED TO HVAC SYSTEM FAN SCHEDULE FAN# MFFG. / MODEL CFM S.P.NVG. VOLTS AMPS ^' c ^cTYPE cvu r EXHAUST VENTILATION CALCULATION: HAZARDOUS WAREHOUSEISTORAGE: 2581 SOFT X .12 CFM PER SOFT = 310 EXHAUST CFM SHIPPING AND RECEIVING AREA 3159 SOFT X .12 CFM PER SOFT = 380 EXHAUST CFM HAZARDOUS CONDITIONED STORAGE: 550 SOFT X .12 CFM PER SOFT = 66 EXHAUST CFM HAZARDOUS CONDrrIC MEZZANINE: 3100 SOFT X .12 CFM PER SOFT = 372 EXHAUST CFM EXHAUST TOTAL = 1128 CFM OA (REFER TO OA CALCULATIONS ON M-2) SEE EF5 - 6" DUCT = 75 CFM - DUCTED TO 2ND EF CONTINENTAL AXC200A @ .2" SP - or Eqv. STANDARD WALL EXHAUST FAN NOTE: DUCT WALL CAP TO 4" DUCT UP TO EF-4 LOCATED AT 2ND FLR MEZZ. SEE M-2 2ND FLOOR HVAC PLAN FOR DETAILS AH3- OA - 686 CFM 10 " Duct to exterior wall with screen and automatic damper 6 Ton - CU3 Mounted on bracket attached to building `f,118t�i�,Ij� *-N A�tGO \,\G6NSF•ti.�0. r�''i ' ■ '% NO, 38654 N W 'c) Qc) J W aLL 0(0im Z Ir W N z Q LO �x� W z o W >LO �zn W o z J ZW w z O5 Zm z OUJ W W LL. W 0 t0 OW Cn Z J ,V a04 TrT O UJ U n i m O N a- R m CO o� Do M CrC W C L z O H Z m p p 0 1� NW I..L O O Q U LL J Z O Q Q = U LL Q J J U) LL Z a- J O O a- _ z U5 2 of O W 0 i � LL U � LLN O � EL Of W z W O U M1 24 x 24 359 cfm 10 ,Iff�lia �I �I ICI ICI ICI . EF-2 50 CFM lox 37 cf 24 x 24 5 " 210 cfrn 9" Id 24 x 24 10x EF-2 35 cfm 50 CFM 5 " 7.5 CUl Mount on Mounted on b Mountbracket attached to building 16x8 390 Cfm NOTE: BALANCING DAMPERS TO BE INSTALLED IN Floor joist framed out under AH located on Mezz. ALL SUPPLY AIR BRANCHES TO ALLOW FOR CFM level to allow for unobstructed area for SA and ADJUSTMENTS ON TEST AND BALANCE TEST. RA plenums. NOTE: DUCTS TO BE RAN ABOVE OVERHEAD DOOR 24x24 120 cfm 7" EMPLOYEE LOCKERS 4 12x6 ® 38 cfm 4" 12 " 12 x 6 23 24 x 24 EF-1 4 ^ n EF-2 10" 24 x 24 110 CFM LFJ 50 CFM 133 elm 24 x 24 24 x 24 24 x 24 7' 136 cfm 136 24 x 24 7 " 6 " 120 Cfm AIR COMPRESSOR 6 Ton - CU2 80 GALLON TANK 5 HP Mounted on bracket ® 230V 3 PHASE attached to building o . . " . . AH2- OA - 669 CFM 12 x 16 16 x 16 24 x 16 I 10 " Duct to exterior wall with 16 x 8 16 x 8 16 x 8 x 16 x 8 screen and automatic damper 390 cfm 390 cfrn 390 cfm 390 cfm 390 cfm 48 x 24 2400 cfm AH2 - 6 Ton HANGING FROM RJ6FrERS SMOKE DETECTOR INSTALLED IN SA PLENUM 12 x 14 Sup R er - -------------------------- _________________Q=====____________ _____-z z z z z i z---------- ---- 24 x 24 30 x 4 30 x 1 856 Smoke Detector installed in SA x 930 " 14 Plenum @ Mezz. Level 14 " �4' o ------------ 0 0 24 x 24 14" 24 x 24 14 " ---------- a 24 x 24 14" 24 x 2?4N 24x2 24x2 24 x 2 241 241 241 c 206 Cr 9 „ 90 9" 9" x 12 x 14 16 x 14 24 x 24 206 cfm 9" la ----------------------------------------------------- 16x8 16x8 315 cfm 315 cfm 8x14 16x8 16x8 315 cfm 315 cfm 16 x 14 101 24 x 24 57 cfm 5" 24 x 8" 24 x 24 178 cfm 8" 24 x 24 24 x 24 10" 4 Ton - CU4 Mounted on attached to building AH1- OA - 385 CFM 7 " Duct to exterior wall with screen and automatic damper RA - 24" RISER DOWN AH1-7.5Ton 0 14x8 12x12 Vertical on stand 168 cfm 10" 7" SMOKE DETECTOR IN SA PLENUM SA 26x14 RISER DOWN 12 x 12 IT x 00 AH4 - 4 Ton -Vertical on stand 24x36 12x12 14x8 1429 102 cfm 102 cfm 18" 7" 6^ AH4 - OA - 210 CFM 6" Duct to exterior wall with screen and automatic damper I E .o o N\� Ducts loca ed within �����"� Ducts located within _ LINE MACHINE- DEMENSION ARE BAS flooring system 16 x 16 flooring sy tem v ON THE LARGEST DEMENSION EAC AY 221 cfm 14 14x8 14x 221 cfm T 389 T 389 cfm 389 _1 - AH located F 12 x 16 X z 0 0 Landscape Screening around MAIN LEVEL HVAC PLAN S/161"1 = � 0" 14x8 253 cfm MEZZANINE LEVEL HVAC PLAN 3/1611 = 11011 OPEN TO BELOW 14x8 253 cfm 12 x 16 SA Trunk mounted high on inside of exterior wall. 12 x 12 14x8 14x8 253 cf above on 6 Ton - CU3 16 x 0 Mezz. Level ® Mounted on bracket attached to building AH3 - 6 Ton HANGING FROM RAFTERS SMOKE DETECTOR INSTALLED IN SA PLENUM 48 x 24 2179 cfm 20 " SA Riser DOWN AH3- OA - 686 CFM 16 x 20 10 " Duct to exterior wall with screen and automatic damper 16 x 12 16 x 2 III111t HA �l r 5 38654 044 33526 N W ' Q M W m aLL W M (6 0 AWN rZ_r� s 0 � 6 v W z m W Lzc"? W o z J 06 Z Cl) m W z 0 m Zm O z W W m V) LL 0 � 0 M M Z W -1m N 00 Q O W W 2 co0 N (L F m ao r` d, rn ob 00 0 O 6i z m 0 O 0 Q w 0 o o LL Q J Q 0 J Q = W LL U J Q Q J J LLLL Z J 0 0 _ z 0 � W _ U < 0 U— N �0 L.L W NZ L.L 0 U M1 SPLIT SYSTEM / HEAT PUMP UNIT SCHEDULE PLAN MARK AHU-I AHU-2 t 3 AHU-4 SYSTEM TYPE SPLIT HP SPLIT HP SPLIT AC NOMINAL TONS 1.5 1.5 4,0 SUPPLY AIR FLOW (CFM) 2400 - FAN SET - LOU) 2400 - FAN SET - LOW 1531 FAN SET TAP3 OUTSIDE AIR FLOW (CFM) 385 669 / 686 210 COIL: - TOTAL CAPACITY (MBH) 88,800 88000 43,500 SENSIBLE CAPACITY (MBH) 62,160 62,160 30,450 LATENT CAPACITY (MBH) 26,640 26,640 13,050 AIR HANDLER MODEL 40RUQAOST•A(3/5) 40RUQA08T•A(3/5) F154CNP048L STATIC PRESS. (EXT./TOTAL) -6 ,6 .5 MOTOR SPEED — — — HEATER: STAGES I I 1 KW 10 10 10 COMPRESSORS STAGES 2 2 1 PH/RLA/LRA 3/25,2/164 3/25.2/164 1/21,8/111 UNIT POWER REQUIREMENTS: VOLTS/o 208/230-3 208/230-3 208/230-1 MCA 35 35 52,8 MFS 50 50 60 SEER/EER 12.1 12.1 14.0 MANUFACTURER CARRIER CARRIER CARRIER MODEL NUMBER - CONDENSING UNIT 38AUQ090D 38AUQ090D 24ACC448A AIR BALANCE SCHEDULE AHU 1 OUTSIDE AIR INTAKE CFM +385 SUPPLY AIR CFM +2400 RETURN AIR CFM -915 EXHAUST FAN CFM -100 TOTAL BUILDING PRESSURE "O" CFM AHU 2 OUTSIDE AIR INTAKE CFM +669 SUPPLY AIR CFM +2400 RETURN AIR CFM -1511 EXHAUST FAN CFM -160 TOTAL BUILDING PRESSURE "O" CFM AHU 3 OUTSIDE AIR INTAKE CFM +686 SUPPLY AIR CFM +2400 RETURN AIR CFM -1114 TOTAL BUILDING PRESSURE "O" CFM AHU 4 1 OUTSIDE AIR INTAKE CFM +210 SUPPLY AIR CFM +1531 RETURN AIR CFM -1321 TOTAL BUILDING PRESSURE "O" GFM OUTSIDE AIR CALCULATION 2 MIN. AHU SQ, FT. AREA CFM/PRSN + CFM/FT O.A. CFM CATEGORY: OFFICE BUILDING / OFFICE SPPCE 1 3500 5 X 35 + .O6 X 3500 385 AHU SQ. FT, AREA CFM/PRSN + CFM/FT 2 MIN, O.A, CFM CATEGORY: MISC./GENERAL MANUFACTURING 2 3361 10 X 5 + .11 X 3361 669 2 MIN. AHU SQ. FT, AREA CFM/PRSN + CFM/FT O.A. CFM CATEGORY: MISC./GENERAL MANUFACTURING 3 62fo1 10 X 5 + .11 X 6261 686 2 MIN, AHU SQ, FT. AREA GFM[/PRSN + CFM/FT O.A. CFM CATEGORY: MISC./STORAGE 4 3500 O X 0+ ,06 X 3500 210 FAN SCHEDULE FAN# MFG. / MODEL TYPE CFM S.P.MG. VOLTS AMPS EF-1 BROAN / QT110LE CEILING EXH. 110 0.1" 120V .7 EF-2 BROAN / QT50LE CEILING EXH. 50 0.1" 120V 7 MECHANICAL. GENERAL NOTES I, DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND FLORIDA BUILDING CODE MECHANICAL CODE 2011. 2, PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. 3, IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 4, AIR DEVICE LOCATIONS MAY BE ADJUSTED IN COORDINATION WITH LIGHT FIXTURES. 5, DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS, DUCTWORK DIFFUSERS REGISTERS, GRILLES AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEIILING SUSPENSION SYSTEM. 6, PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 1/8" PER FOOT, CONDENSATE LINES SHALL BE PVC SCH 40. ALL CONDENSATE DRAIN TRAP DETAIL. 1. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2011" FLORIDA BUILDING CODE MECHANICAL . MECHANICAL NOTES: 1. PROVIDE MANUAL DAMPER AT ALL BRANCH CONNECTIONS, SEE DETAIL. 2. ALL MECHANICAL WORKS AND INSTALLATIONS SHALL COMPLY WITH FLORIDA MECHANICAL CODE, ASHRAE AND SMACNA STANDARDS 3. COORDINATE DIFFUSERS AND GRILLE LOCATIONS WITH OTHER TRADES. 4. ALL FLEX FIBERGLASS INSULATION R-6, INSTALL PER LATEST SMACNA STANDARDS. 5. OUTSIDE AIR INTAKES EXISTING/ CONFIRM ARE MIN. 10 FEET FROM ANY EXHAUST OR PLUMBING VENTS. 6, COORDINATE ALL MECHANICAL WORK INCLUDING EQUIPMENT DUCT WORK OR PIPING WITH ARCHITECT AND OTHER TRADES PRIOR TO WORK, 1. ALL INSULATION, MATERIAL, COVERINGS, ADHESIVES, VAPOR BARRIERS NOT TO EXCEED 25 AND SMOKE DEVELOPMENT NOT TO EXCEED 50 8, DUCT TAPES SHALL CONFORM TO NFPA 90A, FLAMESPREAD CLASSIFICATION. S. EXHAUST DUCTS MUST TERMINATE 10' HORIZONTALLY FROM OR 3' ABOVE ALL AIR INTAKES. 10. T-STAT LOCATIONS) TO BE DETERMINED BY INSTALLING HVAC CONTRACTOR. II. CONTRACTOR TEST AND BALANCE AIR DISTRIBUTION CFM AS LISTED, HVAC SPECIFICATIONS: EXHAUST FANS: FURNISH EXHAUST FAN WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR DIFFUSERS AND RETURN AIR REGISTER WITH MANUAL BALANCING DAMPERS DUCTWORK: PROVIDE AND INSTALL AIR DISTRIBUTION SYSTEM AS INDICATED IN DESIGN DRAWINGS, ALL PLENUM RIGID SUPPLY AIR AND RETURN AIR DUCTWORK WRAPPED WITH 2" THCK R-6 FIBROUS GLASS DUCT WRAP WITH AND FSX VAPOR BARRIER. ALL FLEXIBLE SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO R-6 REQUIREMENTS. ALL EXHAUST AIR DUCTWORK SHALL BE FLEXIBLE ALUMNIZED DUCT. ALL OUTDOOR AIR DUCTWORK SHALL BE GALV STEEL SNAPLOCK. ALL DUCT AND INSULATION JOINTS SHALL BE WITH GLASS FAB AND APPROVED MASTIC FABRICATED AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCT IS THE SAME AS THE NECK SIZE. APPLY 2" THICK 0.15 POUND DENSITY FIBERGLASS INSULATION WITH AN FSX VAPOR BARRIER AND GLASS FAB AND MASTIC TO THE TOPS OF ALL SUPPLY AIR DIFFUSER AND REGISTERS. ALL DUCT BRACES SHALL BE EQUIPPED WITH MANUAL VOLUME DAMPERS WITH THE REGULATORS ACCESSIBLE. CONDENSATE PIPING - ALL CONDENSATE PIPING SHALL BE WHITE SCHEDULE 40 PVC ALL HORIZONTAL PIPE SHALL BE INSULATED WITH SOLVENT WELDED OR THREADED FITTINGS. TO AIR WANDLER— THRU FIRST FLOOR CEILING SPACE 'e tl INSULATED SUCTION LINE (NO JOINTS ALLOWED) SEE FLOOR PLAN FOR PIPE SIZES LIQUID LINE —� (NO JOINTS ALLOWED) DRILL TO FIT OUTSIDE OF REFRIG. LINES CAULK WATER TIGHT METAL BOOT PAINTED TO MATCH EXTERIOR FACADE IF REFRIG, LINES RUN IN CEILING SPACE FASTENED TO WALL BOTH SIDES W/ 111XI/8" SCREWS 18" APART SUCTION CONNECTION LIQUID CONNECTION COND. UNIT TO BE SECURED WITH (4) KWIK BOLT 3" WITH 2 1/2" MIN EMBED 4" CONCRETE SLAB — CAULK W/3M CP-25 OR EQUAL PROVIDE 4" PVC SCW-40 SLEEVE IF REFRIG. LINES RUN UNDER SLAB CONDENSING UNIT MOUNTING DETAIL NITS METAL WALL CAP W/ BACKDRAFT DAMPER AND BIRD SCREEN 12 ga, HANGER WIRE AL SUPPORT AP MIN. 1 I WIDE BACK DRAFT DAMPER FAN HOUSING WALL / FLASHING A OPENING L SUSPENDED SEAL WALL CAP O CEILING TILES IV REMOVABLE GRILL w NOTE: EXHAUST AIR DUCTS TO BE GALV. METAL OR THERMARN ALUM. FAN WEIGHT: +/- 5 LBS EXHAUST FAN DETAIL IN SUSPENDED CEILING SCALE: N.T.S. EF OPTION 1 - FIELD DECIDED FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD AIR HANDLING UNIT VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE T MIN. 4' _ PITCH TO OFFSET LINE FRICTION MINIMUM 1/8' PER FOOT CONDENSATE TRAP DETAIL NOT TO SCALE TYPICAL SPINAN FITTING W/DAMPER DRAW BAND FOR INTERIOR LINER SUPPORTS 5 f DISTANCE Im WIDE MIN. ATYPICAL DIFFUSER EXTERIOR LINER SEAL AND FASTEN TO DUCT TRUNK AS PER 2011 FLORIDA MECHANICAL CODE SECTION 603 DUCT TRUNK TYPICAL FLEX DUCT INSTALLATION NO SCALE 12 GA WIRE HANGER (TYP.) I ACOUSTICAL CEILING DIFFUSER DETAIL FLEX DUCT INSULATION ACOUSTICAL CEILING CEILING EXHAUST FAN DETAIL NTS ROOF CURB -FLAT ROOF CAP ROOF - CEILING/ROOF FLASHING MIN. EXH. DUCT z I — FRAMING EXHAUST FAN L EXHAUST DUCT J� CEILING GRILLE CEILING EF OPTION 2 - FIELD DECIDED 26 GA. (TYP,) - SUPPORT WIRES TYP. X 2 V-O" O.G. MAX. IS" 2" MEIrAL STRAP THERMAL BARRIER AT ROOF DECK MA) AL T SET Wa,w c G) —V,\/{I VERTICAL -UP FLOW A.H.U. UNIT DETAIL AHU-4 DETAIL VIBRATION HANGER W/ NEOPRENE 3/8" THREADED R ISOLATOR, TYPE BSRA COMBINATION FASTENED TO STRUCTU SPRING AND RUBBER -IN -SHEAR 3/8" ROD. ATTACH HANGER W/ 30' MISALIGNMENT. TO STRUCTURE WITH REFRIGERANT AMBER/BOOTH OR E 3/8" CONCRETE PIPING, ANCHORS, HILTI OR EQUAL FLEXIBLE CONNECTION FLEXIBall SA DUCT CONNECTION ��ZT S PLAN 3/4" AUXILIARY IN= CONDENSATE DRAIN ROUTED TO STORM PIPING RA DUCT REFER TO PLAN FOR SIZES AUXILIARY DRAIN PAN WITH CONDUCTIVI SOR TO DE -ENERGIZE UNIT ON SENSING MOISTURE IN PAN. PAN TO EXTEND UNDER VALUING OF UNIT AND 6" BEYOND UNIT ELSWHERE. HORIZ. FAN COIL UNIT DETAIL NOT TO SCALE AHU-2 4 3 DETAIL METAL 1X2X1 U —� SEAL INNER LINER WITH MASTIC OR CHANNEL. APPROVED TAPE AND PANDUIT STRAP. SEAL COLLAR WITH MASTIC OR GASKET. INSTALL IN ACCORDANCE WITH HVAC GENERAL NOTES 2. FIBERGLASS AND FLEX DUCT SUPPORT DETAIL NOT TO SCALE N W LL Q ;g J w Q LL � w muf2 It W N W rz v to ^ LVz co co w �>U) z W T O z i J co Z w z_ 0D Zm � D O W z E cn W LL Z -N 0 w Z J OD QO LL a T D LU w i m0N 0. LLI Q 0 z 0 > W m ao i- 04 PROVIDE m CD UNISTRUT z O SUPPORT LLI H 1" THICK RIBBED NEOPRENE ISOLATION PAD LOCATED ON ALL FOUR CORNERS OF FCU. AMBER/BOOTH "NRC" OR EQUAL. PRESSURE GAU E ,-OUTSIDE AIR DUCT AIR HANDLI G UNIT FIL SUPPLY AIR FLEXIBLE SECTIO DUCT-7 [CONNECTIO MOTORIZED DAMPER pad jp pm IPA j PA04�p�4 --�__ FLEXIBLE CONNECTION FLOOR 12" BASE RAILS RETURN AIR DRAIN PROVIDED BY AHU DUCT CEILING HOUSEKEEPING PAD CONDENSATE DRAIN HORIZONTAL DRAW-THRU AIR HANDLING UNIT NOT TO SCALE A-IU-I DETAIL 1►{E4�0/ i T s I l L. _SO­1 P.E.'L_C{EN$E N0 ,38654 I'l X 172CIJADF CITY, FL 33526 00 r` mr cb O m O 0 Q W L.L 0 LL Q J 0 0 Z Q w 0 =W U J � Q � Z J J C� 0 Z U) W U- � X:I 0- U 0 LL N � �0 L.L. w NZN 0. 0 U M 2 AIR COMPRESSOR ® 80 GALLON TANK 5 HP 230V 3 PHASE II e o e o IL — — — —e-----------------------e-----------------------e e I ISLEWAY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 Daylig it Zone ayligh Zone I Do light one I Dayli ht Zoe I 1 1 I Q I I 1 1 SHIPPING AND RECEIVING I w I I L A I g o g o I o g o I ° EM OYEE OCKE S w l / _I w D rl CO FE NC ROOM I I I I BR AK RM I• o _T1 I 0 FIC 1 STAFF I I I A ° A 0 C4L ST FF B0 I - :: — -B0 B0 B0 I I m ake6"Mill EN WOMEN anel L1 0 0 0-------------J I Zo (n g 0 g 0 HALLWAY g 0 g o ISLEWAY i o Z --------------------------------------- ------------------------------- I g0 0 0 0 o EN 0 0 0 0 A O O 0 0 0 go 0 ■ ■ ■ ■ o_ o o A o BOTTLE FILLING EQUIPMENT C. CONDITIONED STORAGE DU ATI N GENTER NON HAZARDOOUS L BB I 0 I 0 0 0 0 o OFFICE r 4 4 -_ - _r= ° E BASED 0 I ON THE LARGEST E EME S ONEACH WAY WI 0 C.I q q20, 0•i 0 � 0 0 I I I I Q ILLJ No morl Zone n 150 latts I e e e Jmx QJO ■ LL- Q D ■ Z = Q 0 ■■ ■■■ REFLECTED CEILING PLAN 3116" j Q Q N F—ZJJ U 0 IL J LL.NI� D (n D _ QLd LL.�Lj Z �Lj OLL_N o Q O m IL W �- � Q N W L-' ZD Z a p a � a U W F_ LL V w W m J Q a o p of w = z J 3 1-- z Z w Q m J m p = Y J U W 11 U. Z m J z < LLI p U w Z 0 N_j Li.l w i— p U ~00 L,J o� o J z cV LL_ rn L LLJ CIO w 0 0 O z z � J p Li a' W m p z z OI U U W Z_ 0O a- p p p ir IIIIII�JII n IIIII w U. m z Z � w z W O ~~ Z W JI w a w (n vvi 0 ` (A o r w W° W p W rn�0 Q Z N —4 o�N M ��'co, Zw 2 0 a u"o W0 _m 1-' Z WZ wa AWN Jw aUz.M. Z Q j Z m �� i' DNS ••• ,� O Ww z 0 s A i /) Z5 fn to Po op •� i. �dd�° i .a z Q 00 N J Oo W W 2 M� lL ,n a LL J y • P e t. ZXF=LO fr �y W A,�•dn.0flei.`C�° 4 AIR COMPRESSOR H ® 80 GALLON TANK 5 HP PHASE X31 LS3a — ° ° -- °---------------------- ° 1-2-5 ISLEWAY X2 FTo Ja 1-2-5 I lights above 1 1 I I F 11 11 I 1 1 I I I I I L2-7 1 I Via Time Clock L2-7 I 1 H 1 I I I I 1 I I 1 1 I I — — Daylight Zone Daylight Zone (n X4 Daylight Zone Daylight Zone 1 1 I Q I Ds I I CONFERENCE I ROOM I I I G + 1 1 SHIPPING AND RECEIVING BREAK RMw Panel L2 S I I N �- Q I Ab I I FAa I I I I EMPLOYEE LOCKERS LiI I I z I I I I Ba Ds Ba I Bb Ds Ba I Ab o o I I I I A --� -----� B �----------� I I I o I I I Y] Ds A° I Ab HAL AY C 4 4 I I I X1 Bb Bb Bb Bb Aa 1 STAFF x1 "'al ligTo hts above I I L1-7—PTO J I S S b make 6" Wall I lights above I I M EBB x1 OFFICE 1 OFFICE 2 X3 Via Time Clock X3 J I I m WOMENS Panel L1I I Sa$b Sa$b SaSb L2-3 / o o I I ~ 4 Ell X4---------- ---�----------------------------------------------� u,a Kc Y,/ -3 Kc ISLEWAY L2-3 X3 Kc Kc I o C B B HALLWAY Ll —5 My 0 --------------------------------------------------------------------------------------- I H W Z 4 N r - 4' 0" N L_ C N I X3 So 0 Li ��L] 0 o OFFICE 3 N �-3 I L2-3 r MENS L1-3 Ec Ec Ec Ka Ka Ka Ka Ka Ka S X1 4 S4 X4 Ec Aa N a bEE SaSb X4 N ■ ■ Aa Aa Aa Aa o ■ Ea Ea E L1-3 BOTTLE FILLING AREA G° — — — — — — ° EDUCATION CENTER Ab o D I °'c E a b LOBBY Ds Eb L — E°— — _ \ Ab Ab Ab rb Kb Kb Kb Kb Kb Kb o I A° AN Gb O �Eb I Ds Ec I CONDITIONED STORAGE �` o Eb D" aylight Zon I I I OFFICE 4 I 1-2-3 D L1 XIIVV���TTIIII DS I Daylight oI NON HAZARDOUS Daylight Zone I Not moethn150 Watts ~W J m of ■ QJO D \A/D cy aZ� ■ ■ ■ ■ ■ MAIN LEVEL LIGHTING PLAN 3/16" = 11011 Q Z= 0 (If _j U F- :z U�0-1 E` V) W Z OL`N Qf To S3a O O m 1-2-5below IL W Q Via Time Clock En LLJ w D Z Q U D O w Uj 0 U w ' J Q 0 U Ja Jb Ja Jb W = Z 0 I — To S3a w Daylight Zone below m x2 Gb SHIPPING AND RECEIVING W = L1-1 I I Y _j I Ds I Z G° GO Go GO I I Q L1-1 I I •• m Q� SECURED 0 To Sb NON HAZARDOUS STORAGE below Z Jb Jb Ja I.— z J a a = w F— /rr�� o Go 42" REMOVABLE BALCONY RAILING V Q OWNER TO VERIFY LOCATION OF THISES J o REMOVABLE SECTION Z z N Go Go Go Ga SaSb(\ Q L1-1 X3 o 0 X3 w B I I Gc Gc Gc r Gc o i i i X5 X3 —04 Z z c � MEZZANINE X3 c c Q w NON HAZARDOUS STORAGE L1-1 Gc Gc w m O Go Go Gb Gb Gb Gc Gc Z of Fie verify mounting w location for best stair Z o lighting a_ Gb Gb Gb Gb a b c o a b L2-1 z M Z of z G w O C Z � JI = L MEZZANINE z w Q W b Gc NON HAZARDOUS STORAGE 0 w2bOf L2-1 > SECURED �� W 0.* NON HAZARDOUS ORAGE c W °'Z :L2-1 Q Z CA Lo Gb Gb Gb Gb c Go Go Gb Gb Gb Gc Gc o m o "' J N w N m ��J I w =0�vi<o Wz0 JZwZr G o L2-1 WZ >-a—wN L1-1 X3 o X3 JZ X2 <-jz?� L1-1 ��r,11�ia l Q (n k Z � e®l.� r4 s �`°, e s. z O� CA s{ ^ O (n w 6 I�ii s 4 }:. 6 A Z (n Lo 54 MEZZANINE LEVEL LIGHTING PLAN 3/16" = 1 ` ®"zx `+ ee•a°o �� 00-wN w' . Jj L1-23,25 (2)8,10G,3/4"C L2-10,12,14 AIR COMPRESSOR L1-31,33,35 Fused Disc.'s Meter (3)8.1OG,3/4"C 80 GALLON TANK 5 HP L2-32,34,36 (3)8,10G,3/4"C wP 230V 3 PHASE (3)8,1 OG,3/4"C X CU4 GFI HP2 60/3 L2-8 ® NF/3R wPL2-8 60/3 (CU2) NF/3Rdt (�� 1 10 . - GFI NF/3R 60/2 NF/3R ° -----° G8�------------------- ° IGFI ISLEWAY L2-38,40,42 L-------------------------------------------------- (3)8,1OG,3/4"C AHU2 60/3 NF I 11.25" Conduit I to Lift Station. Protective I I Bollards Feild Verify location I I I See DetailWP I I GFI L2-4 1 I I L2-8 I SHIPPING AND RECEIVING 0 0 II II c o ``• ; 8c c c c Panel L2 GI II 3`" II 1IiII IIIIIIIII _ IIIIIII " pCONFERENCE ROOM 0 GFI rlc EMPLOYEE LOCKERS N c c J W STAFF OFFICE 1 OFFICE 2 4 BREAK RM c c 3L1-12 HALLWAY 42 XRSTRM L2-2 42" GFl L1-10 L1-8 GFI 6 X L2-6 00 L1-2,4,6 (3)12,12N,12G,3/4"C I � � J I I W i WOMENS c c Panel L1 c /o o I o ------- L--------------------------j 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U I Z ® L1-24,26,28 48 48" I L2-8 DF HALLWAY (3)12,12N,12G,3/4"C L1-30,32,34 GFI ISLEWAY GFI I GFI GFl (3)12,12N,12G,3/4"C r--- ;---------------- — — — — — — — — — — — — — — — — — — 4' 0" 16 o c ° c o c o c c � I MENS 28 26,28 32 34 1 " Conduit L1-16 to Sign. Verify location L1-18 w/Owners c 0 ■ Verify mounting height c OFFICE 3 BOTTLE FILLING AREA o ■ ES F and location of station - receptacles w/Owners. L2-31,33,35 L1-22 c CONDITIONED STORAGE (3)8,1oG,3/4"C c EDUCATION CENTER c NON —HAZARDOUS L1-20 LOBBY 34 C c Vol 60/3 L1-14 NF/3R LINE MACHINE- DEMENSION ARE BASED ON THE LARGEST DEMENSION EACH WAY O c 'd OFFICE 4 c HP3 Q (CU3) ~LJ 48" 48" J m � GFI GFI c c c JO c Q ° ° ° Q Li L2-8 ■ Q Z WP GFl MAIN LEVEL POWER PLAN 3/16" = 1' O" Z = Q L_ li ■ F-- z � UOCLJ LL_N�� �V)D_ w QLL_�w 0 LL_ z o O m � > w o w Z ~ O U t ® o W U w F 0' J Q D_ W = z J c9 F— z w M m Li L1-27,29 OPEN TO BELOW 0 � (2)8,10G,3/4"C Z c=> NF/2 Q m Z = J AHU4 SECURED 0 ~ 0 CONDITIONED SPACE L1-37,39,41 NON HAZARDOUS STORAGE W W w I- L1-36 O 0 60/3 Uj 00 NF o AH U 1 48" z NEs 42" REMOVABLE BALCONY RAILING O � � GA OWNER TO VERIFY LOCATION OF THIS REMOVABLE SECTION v p O W w 0 o z z J W MEZZANINE CONDITIONED SPACE w m p NON HAZARDOUS STORAGE Z Z wOl � � W z O r%n Of 48" 00 GFI w m z w zO w Li 48" MEZZANINE Z = 0I GFI CONDITIONED SPACE W NON HAZARDOUS STORAGE o ` w T > Circulation SECURED w (j 0„' Pum Verify location CONDITIONED SPACE L1-42 NON HAZARDOUS STORAGE Q Z U) o Q L1-38,40 30/2 Zm =ZaNN J (2)10,1 OG,3/4"C NF w U J (n Z r WZ Ewa of L2-37,39,41 AHU3 mWH o Z" NF z OZ O��►+�'� ee�\Cj Z 0 M aD /� V!It z 000°0,J00 _. • fl. e1:7Ww 2M�w� er e LL JZXN MEZZANINE LEVEL POWER PLAN 3/16" = 1' O" :° Q MamwN s CUR", d' `� 0 Joo`a ELECTRICAL SPECIFICATIONS 1.1 .SCOPE A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section: 01 Wiring for lighting and power. 02 Installation of lighting fixtures with lamps. 03 Lighting panelboards and distribution panelboards. 04 Connection of equipment shown. 05 Control wiring. 06 Disconnection and removal of existing fixtures and wiring not to be reused. 1.2 MINIMUM COMPLIANCE STANDARDS A. All work shall be done in accordance with the requirements of the following: 01 Florida Building Code Sixth Edition (2017). 02 Florida Building Code - Electrical Conservation Sixth Edition (2017), Section C405. 03 2014 issue of the National Electrical Code (NFPA 70). 04 All Receptacle Control to conform to ASHRAE Standard 90.1, 8.4.2, 2010. 05 Wiring in Patient Care Areas shall comply with NEC 517. 06 Other applicable NFPA Codes. 07 Regulation of local authorities having jurisdiction. B. Furnish and install all labor, material and equipment and services necessary for complete and safe installation of the electrical system indicated on the drawings and noted in the specifications hereinafter. Electrical systems and equipment shall in general include the following: 01 General provisions for electrical work. 02 Wiring, distribution equipment and devices. 03 Lighting fixtures and lamps. 04 Grounding system. 1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of other trades to verify exact space condition or underground lines. Drawing Scales prohibit the indication of all offsets, fittings and accessories required, however these items will be provided by this subcontractor at no extra cost to the owner. B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by Underwriter's Laboratories, Inc. or bearing their label. C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards. Obtain approval before equipment is ordered, built or installed. D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work. E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of working conditions and location of existing equipment. 1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN (min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture shall have THWN insulation. B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, comression fittings, and minimum 1 /2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, continuous singlestrip, galvanized, and minimum 1 /2" size except as noted or required for wiring. PVC CONDUIT, heavy duty type, size as indicated. Separate raceways shall be used for each voltage system. Type AC or MC Cable where permitted. C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal. D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with manually operated insulated trip -free handle. Multi -pole types with internal common trip bar. Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS symmetrical amperes circuit breakers to be Square "D" or equal, type as required. E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated, busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi - concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5- 3/4" sides, top and bottom. Increase size where required by code. Directory holder complete with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes, circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of panelboard identifying the system voltage, phase, and current rating. F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches single pole, 20 ampere, 120 volt. Wall switches three-way, 20ampere, 120 volt. Receptacles duplex, 2 wire; 3 pole grounded, 20 ampere, 120 volt. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER. 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as specified and indicated. Submittals of equal quality are allowed. 1.6 GROUNDING SYSTEM A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting fixtures. All conduits shall have equipment grounding conductors. 1.7 INSTALLATION A. Secure all supports to building structure. Support horizontal runs of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right angles to walls. B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall be at least 2 inches from pipe cover. C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite base pipe compound. Draw up tight with conduit couplings. D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in which wiring is not installed, furnish pull wire. E. Verify locations of outlets and switches. F. Support panel, junction and pull boxes independently to building structure with no weight bearing on conduits. G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in length and 50% slack. Do not terminate in or fasten raceways to motor foundation. H. Contractor to remove and salvage all abandoned electrical equiment. 1. This contractor shall warrant all labor and materials for one year from date of final written acceptance. J. Owner assumes responsibility to do periodic maintenance on all Aluminum Wire Connections and will provide a signed letter to attest to this agreement. 1.8 LOW VOLTAGE A. Low Voltage wiring drawings to be provided by others. r 4'-0" Bollards to be placed minimum 3' from face of furthest extended piece of electrical equipment to face of bollard. Bollards to be spaced 40" center to center. Finished Floor 6"0 Black Iron Pipe filled w/3000 PSI Concrete 2'-0" TYPICAL BOLLARD INSTALLATION DETAIL NTS ELECTRICAL SYMBOLS SFD - CEILING FAN SPEED CONTROL RATED FOR THE LOAD S3D - 3-WAY SINGLE POLE DIMMER SWITCH SD - SINGLE POLE DIMMER SWITCH (0-10V OR LINE VOLTAGE AS REQUIRED) Sap - 3-WAY SINGLE POLE TOGGLE SWITCH W/PILOT LIGHT S - SINGLE POLE TOGGLE SWITCH S3 - 3-WAY SINGLE POLE TOGGLE SWITCH Sa - "a/b" INDICATES LIGHTS TO BE SWITCHED (5)a,b - OCCUPANCY SENSOR W/TWO LEVELS OF LIGHTING LINE VOLTAGE *& - TIME CLOCK OVERIDE SWITCH (MAX. 2 HR) 10 - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR OO - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS) ® - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR (SMALL RESTROOMS) - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR W/2 LIGHT CONTROL (SEE SWITCH DETAIL) © - WALL MOUNTED OCCUPANCY SENSOR (CLOSETS) - WALL MOUNTED DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR 0-10V ® - MANUAL "ON" OCCUPANCY SENSOR 0 - MANUAL "ON" DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR 0-10V ® - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR FOR RECEPTACLES DS - DAYLIGHT SENSOR 77 - SPLIT DUPLEX RECEPTACLE HALF ON TIME CLOCK OR OCCUPANCY SENSOR. RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. 4 - QUADRAPLEX RECEPTACLE HALF ON TIME CLOCK OR OCCUPANCY SENSOR. RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. 4 - DUPLEX RECEPTACLE ON TIME CLOCK OR OCCUPANCY SENSOR. CONTROLLED RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. -� - SIMPLEX RECEPTACLE - DUPLEX RECEPTACLE - QUADRAPLEX RECEPTACLE - FLOOR BOX W/DUPLEX RECEPTACLE. LOCATIONS TO BE VERIFIED W/OWNERS - FLOOR BOX W/QUADRAPLEX RECEPTACLE. VERIFY LOCATIONS W/OWNERS NO - MONITOR CABLE/VERIFY TERMINATION W/OWNERS GFI - GROUND FAULT INTERRUPTER WP - WATER PROOF 3R - NEMA 3R NF - NON -FUSED NL - NIGHT LIGHT - DISCONNECT SWITCH _ - ELECTRICAL PANELBOARD �- EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP EMERGENCY LIGHTING-W/BATTERY BACKUP TC - TIME CLOCK ® - PHOTO ELECTRIC SENSOR ® - 208V RANGE RECEPTACLE `­1J- CONDUIT IN FLOOR RC - RECEPTACLE CONTACTOR ® - 208V DRYER RECEPTACLE - 2 VOICE (CAT 5)/2 DATA (CAT 6) OUTLET DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS - RESTROOM EXHAUST FAN NOTE: Occupancy Sensors are to be "Occupancy/Vacancy Sensors unless indicated otherwise. ie: "Manual On" is a Vacancy sensor w/auto off. FIXTURE SCHEDULE PANEL "L1" SCHEDULE 10,000 AIC SERVES LOAD CB/P CKT B/P LOAD SERVES OA OC OA OC Office Mezzanine Lts. 1154 20/1 1 2 20/1 1500 Brkrm Receptacle Lobby/Edu./Off Lts. 939 20/1 3 4 20/1 1500 Brkrm Receptacle Corrid./Rstrms Lts. 704 20/1 5 6 20/1 1200 Refrigerator Off./Conf. Lts. 620 20/1 7 8 20/1 900 Office 2 Recept. Spare 20/1 9 10 20/1 900 Office 1 Recept. Spare 20/1 11 12 20/1 900 Confer. Rm. Recept. Space 20/1 13 14 20/1 900 Office 4 Recept. 15 16 20/1 900 Office 3 Recept. 17 18 20/1 1200 Corrid./DF Recept. 19 20 20/1 900 Lobby Recept. 21 22 20/1 1620 Educ. Rm Cont. Recept CU4 2194 40/2 23 24 20/1 1500 Hair Sta. Receptacle 1 2194 1 25 26 20/1 1500 Hair Sta. Receptacle AHU4 4389 60/2 27 28 20/1 1500 Hair Sta. Receptacle 1 4389 1 29 30 20/1 1500 Hair Sta. Receptacle HP1 3386 50/3 31 32 20/1 1500 Hair Sta. Receptacle 3386 33 34 20/1 1500 Hair Sta. Receptacle 3386 I 35 36 20/1 540 Office Mezzanine Recep AHU1 3362 40n471 38 30/2 2250 Water Heater 3362 I40 4/1 2250 336242 864 Circulation Pump Sub -Total 107161207614035 9450 110170177041 Total 20166 22246 21739 64151 = 185 Amps Connected (Highest Phase) 54205 = 150 Amps Demand Notes: 200A MLO 120/208V 30 4W SN PANEL "12" SCHEDULE 10,000 AIC SERVES LOABD CB/P CKT B/P LOAD SERVES OA OC OA OC Plant Mezzanine Lts. 914 20/1 1 2 20/1 1500 Rstrm./Staff Recept. Bottling Area Lights 1058 20/1 3 4 20/1 540 Ship/Rec Recept. Shipping and Rec. Lts. 1063 20/1 5 6 20/1 540 Bottling Area Recept. Rstrm/Staff Lts. 284 20/1 7 8 20/1 540 Ext. Bldg. Recept. Ext. Bldg. Lts. 163 20/1 9 10 20/1 1500 Sign Spare 20/1 11 12 50/3 3038 Air Compressor �c Future Equip. 13 14 3038 15 16 3038 17 18 30/3 2882 Space 19 20 2882 21 22 2882 23 24 2 /1 Spare 25 26 Space 27 28 29 30 HP3 3386 50/3 31 32 50/3 3386 HP2 3386 33 34 3386 3386 I 35 36 3386 AHU3 3362 40/3 37 38 40/3 3362 AHU2 3362 40 I 3362 3362 I 49 42 3362 Sub -Total 7946 7969 7811 118261182E 032E Total 197721979518137 57704 = 165 Amps Connected (Highest Phase) 45996 = 128 Amps Demand Notes: 300A MLO 120/208V 30 4W SN �k Actual loads to be verified, not available at time of drawings. MARK MFG. CATALOG NUMBER LAMPS REMARKS A SAYLITE FPELP 24 LED 50 DMV WH 40 50W/LED Lay In B SAYLITE FPELP 22 LED 40 DMV WH 40 40W/LED Lay In C TEXAS FLUORESCENTS 555 MW 48L F57W5400L DMV 35K WH 57W/LED Wall D TEXAS FLUORESCENTS OUTMW 1 5W 1 20OLD 1 20WH 40K 15W/LED Surface E LUM-TECH LEDH-CFK6 23 9 40 UTD/LEDT-R622 23W/LED Recessed F SAYLITE DC150SR 70W7900L MV 50K 70W/LED Wall Pack G TEXAS FLUORESCENTS C 48FRLENS F48W5650L DMV 40K 48W/LED Strip H EELP EL1-12L WH 40K BL 11 W/LED Wall J SAYLITE HILFR 48L Al49W20000L DMV 40K 149W/LED High Bay K TEXAS FLUORESCENTS CITE 48LRFF57W680OLLBDMV40K 57W/LED Low Bay L SAYLITE SSSTS MW 48L E58W5000L STMV 40K 58W/LED Wall X1 EELP EM3-LED LED EMERGENCY LIGHT X2 EELP EM20-E LED EMERGENCY LIGHT X3 EELP XC-LED 2 R W LED EXIT/EMERG. LIGHT X4 EELP CAC 1 R W W LED EXIT/EMERG. LIGHT X5 EELP XE-S 2 R W EM LED EXIT NOTES: 1. All Lighting and Switching to meet Florida Energy Code requirements. 2. All Lighting to be verified with Owners 3. Lamp color index is to be verified w/Owners before purchase. 4. All Emergency Lighting to be wired ahead of any switching or time clock/lighting contactors. 5. Other Light Fixtures being equal and approved by Owner are permitted. 6. Reuse of existing emergency lights permitted if in good working order. 7. Fixture package available thru Illuminating Specialists. Phone 727-378-7541, Jim Olender 2% SERVICE/FEEDER VOLTAGE DROP CHART This chart is based on a 448 Amp Demand, 208V 30 Service from Utility Xfmr. to Wireway. Then from Wireway to List Station (Est. 24 Amps, to be verified). WIRE TYPE AND SIZE FEET VD %VD UTILITY XFMR. TO WIREWAY (2) 30OKcmil 75'C THW/THWN Wire = 100 1.67 .80 WIREWAY TO LIFT STATION # 4 75'C THW/THWN Wire = 130 1.67 .80 VD 1.67 = 0.80% ® 208V VD 1.67 = 0.80% ® 208V TOTAL VD 3.34 = 1.60% ® 208V Chart indicates distance with load as shown. Should total distance exceed what is indicated it is to be brought to the attention of this Engineer. NOTE: All wire Copper unless indicated otherwise. 2 Sets ea. (4)300kcmil,3"C LOAD CALCULATION SHORT CIRCUIT CALCULATIONS: DESCRIPTION kVA GENERAL LIGHTING 43198 (Worst Case) I SC 1 1.732(100)(43198) + 3500 Sq. Ft. Office LED Lights 2.26 2(13923)(208) 6600 Sq. Ft. Mezzanine LED Lights 2.09 6500 Sq. Ft. Shipping/Bottling LED Lts. 2.41 1 SC = 20781.2 AIC Meter, Wireway Exterior LED Bldg. Lts. 0.16 6.92 1 SC = 20019.4 AIC 300A Fused Disconnect Continuous Load = 1.25 X 6.92 = 8.65 1 SC = 10000.0 AIC Let Thru Current ® 300A Fused Disc. RECEPTACLES w/300A Class RK5 FRN-R Fuses 1 st 1 Okw ® 100% 10.00 plus remainder .5 X 15080 = 7.54 1 SC = 19565.4 AIC 200A Fused Disconnect Sub Total 26.19 1 SC = 8000.0 AIC Let Thru Current ® 200A Fused Disc. HVAC w/200A Class RK5 FRN-R Fuses (1) AHU w/7.5kw Heat ® 10086 = 10.09 (3) HP's @ 10158 ea. = 30.47 I SC = 16947.E AIC 30A Fused Disconnect (3) AHU's w/7.5kw Heat ® 8778 ea. = 26.33 I SC = 2500.0 AIC Let Thru Current ® 30A Fused Disc. Sub Total 66.89 w/30A Class RK5 FRN-R Fuses EQUIPMENT I SC = <10000 AIC Panels L1, L2, and Lift Station (1) Air compressor ® 9114 = X 1.4 largest Motor = 12.76 (1) Water Heater ® 4500 = 4.50 (1) Circulation Pump ® 864 = .86 Future Equipment 40.00 (1) Lift station ® 8646 = 8.65 Sub Total 66.77 MISCELLANEOUS (1) Sign ® 1500 = 1.50 TOTAL LOAD 161.35 161.35KW ® 120/208V 30 4 WIRE SN = 448 Amps 570A 120/208V 30 4 Wire SN Service (3)350Kcmil,35OKcmilN,4G,3"C (3)3/0,3/ON, 6G,2.5"C OWireway Meter T T I Panel L1 Panel 1 2 For exterior 200A MLO 300A MLO TC lighting 120/208V 120/208V S 30A Main 200A Main 300A Main 30 4 Wire 30 4 Wire Verify location Fused Fused Fused SN SN TC w/Owners Disconnecl DisconneclDisconnect 208V 30 120/208V 120/208V 0 4 Wire 30 4 Wire Time Clock for interior lights to SN SN comply with FBC ENERGY Li Li CONSERVATION SIXTH EDITION (2017) C405.2.2.1 C.T. Lightning Lightning Arrestor Arrestor (3)4,4G,1.25"C Load for Lift Station (3)3/0,3/ON,6G,2.5"C not available at time of �- this drawing. Proposed (3)35OKcmil,35OKcmiIN,4G,3"C B u i I d i n a Extend to metal water line or building steel in accordance with NEC 250. 1/0 CU 1.25" Conduit to Lift Sta. Minimum (2)5/8"0 Copper Clad Ground Rods spaced 10' apart. RISER DIAGRAM NTS 2% SERVICE/FEEDER VOLTAGE DROP CHART This chart is based on a 448 Amp Demand, 208V 30 Service from Utility Xfmr. to Wireway. Then from Wireway to Panel L1(150 Amps). WIRE TYPE AND SIZE FEET VD %VD UTILITY XFMR. TO WIREWAY (2) 300kcmil 75'C THW/THWN Wire = 100 1.67 .80 WIREWAY TO PANEL L1 3/0 75-C THW/THWN Wire = 60 1.20 .58 VD 1.67 = 0.80% ® 208V VD 1.20 = 0.58% ® 208V TOTAL VD 2.87 = 1.38% ® 208V Chart indicates distance with load as shown. Should total distance exceed what is indicated it is to be brought to the attention of this Engineer. NOTE: All wire Copper unless indicated otherwise. 2% SERVICE/FEEDER VOLTAGE DROP CHART This chart is based on a 448 Amp Demand, 208V 30 Service from Utility Xfmr. to Wireway. Then from Wireway to Panel L2(130 Amps). WIRE TYPE AND SIZE FEET VD %VD UTILITY XFMR. TO WIREWAY (2) 30OKcmil 75'C THW/THWN Wire = 100 1.67 .80 WIREWAY TO PANEL L2 3/0 75'C THW/THWN Wire = 40 .69 .33 VD 1.67 = 0.80% ® 208V VD .69 = 0.33% ® 208V TOTAL VD 2.36 = 1.13% ® 208V Chart indicates distance with load as shown. Should total distance exceed what is indicated it is to be brought to the attention of this Engineer. NOTE: All wire Copper unless indicated otherwise. Bond to Concrete enclosed Steel Rebar (min. #4) in Bldg. Foundation per NEC 250.50 3% EQUIPMENT VOLTAGE DROP CHART This chart is based on a 20 amp single pole breaker load at maximum (16 amps) 120/208V 30 Service. WIRE TYPE AND SIZE FEET #12 75-C THW/THWN Wire = 71 #10 75-C THW/THWN Wire = 112 # 8 75'C THW/THWN Wire = 179 # 6 75'C THW/THWN Wire = 284 NOTE: This chart is "Worst Case". Actual length of wire when calculated from load to load and how the conduits are run can vary from this chart. %%IIII11lt#0,0 V�iP'I l• • z OF « � r:. r m w Q z 0 D zj� o jr z Of O L.L_ ~ J w m of Q JOf Q L.L_ of Q fY Z=a0 w� � J i-QJJ U 0 a. 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N4�, W Zm 2FE • • • • ``�� S 70-, �b00 • • • • �L F +• �,, w z LO ® Cn05 En LO to Go Ww i00 C-4-100 L MEZZANINE LEVEL LIFE SAFETY PLAN 3/16" = 1' 0" = ,C'•�' Q ° NZo-N ¢wm - -I- - -- - j1 I 1111I1 -- J I'lI'I' 1'11 1'if 'll ' 111 n' 1 R11 1 nfrr .1 1 1 11 HO SE 1 BIB WOSE BIB 1 HOSE BIB ARKAY ENGINEERING IN , STRUCTURAL ENGINE RICHARD L. KIDD P.E. �� FLORIDA LICEN NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 w Q 0 z 0 U) W w 00 N r- p W ~ p Z m 0 Q w O 0 O �_ LL Q J C) F Z Q o r LL U QJ Q J Vj LL Z �- J O O a = z Fn 0� w _ LL U < 0 L- N O � w z w O U p 1 ARKAY # 17915 1 t �► vp