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HomeMy WebLinkAboutEngineeringBATHROOMS. it %T/" / OFFICE OFF G� I - STORAGE DECOR BLOC A i r _ 1 I 1\ f. r NEW DBL DOORS � NOTE: e PANIC HARDWARE ON ONE DOOR ONLY t / DOOR HEADER MODIFICATION DETAIL i TO CHAPEL Certification for Design Load Compliance DESIGN PARAMETERS ANDASSUMPTIONS USED: lcompime all that apply) �%EviTi�rC 1.. DESIGN CODE: Fonda �^oi7Fi$C/CodeFjWEd)tion with 20 % Supplements using ASCE 7-10 2. Structure Designed as (check one): A EnclosedPartially Enclosed.. __-,_Open i 3. Risk Category: s1 _II ✓Ill _ IV Exposure Category: . ✓8 _C D Design Wind Velocity /Z,�_mpb �ASO _LRFD End Zone Width: eft 5. Mean Roof Height !J ft Roof Pitch: . . 44�_;12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft is 1S'MRH, clearly label on all plan opeNngs): Zone 1: Zone 2: Zone 3: Zone 4: -yt Zone 5: -'0'7 Garage: lt�. 7. Design Loads: Floor:drLAB PSF Roof/Dead: /` PSF Roof/Live: Sor Balcony: PSF Dock: IPSF Deck: ` PSF Staits: "- PSF Fence: — PSF Railings: — PSF 8. Were Shear Walls Considered For Structure? ✓es ,Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? k-1 Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2 5-0 O PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: 4:::L X 3 i-Ti�W-c;::W.91 2 — — AINnoo 31on-i as - NOTE: — USE 9800 SERIES 30N I'IdW00 3000 MODEL: SERIE684 S OFFICES ©3�IIA3in31 _ �� 4 - 9800 & F9800 Series HALLWAY ` A9800 & AF9800 ADA Series ti GRADE 1, Rim Type Exit Device _FELLOWSHIP It N J O x_ LU A3 A__. A_ '\ p Q 7r 0 -"� SANCTUARY i - - MIDWAY. ROAD SITE PLAN I SCALE 1 "=20' NOTE: MAXIMUM SLOPE FOR RAMPS IS 1:12 / THIS SLOPE IS LESS ;(RAISE FLOOR 11 !�; / P- r .FELLOWSHIJ PRODUCT APPROVALS J- NEW DBL DOORS le-A CAL-ROYAL Pxoouars. IN c. DOOR ':*AmericanswithDrsabilityAct(ADA)compdant ON ONE 57bs opening force on ADA Series only Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer ' Model Number Product Approval Number Glass Type Method of Attachment Q0:3/CrS 43 r'4.*si;i4 D64 Doa c /114&p,a y,4 ;4 -r pcoA t "Co' c- G.*ir �'-40.14 NOTE: THE EXISTING FLOOR SLAB TO BE POWER WASHED & ACID WASHED. BONDING AGENT APPLIED & TOPPED WITH 3000 PSI FIBERMESH CONCRETE -N&Cz��s -STORAGE C ,Zx /= Sq% '< Specifications For Doors ...,_...»....» 1'Y4 thick standard optional 2'{4" thick. 4'/r^ minimum stile width required for single or double door application End Cap.................... Brass, Bronze or Stainless Steel construction using standard 239 strike and pull or lever, thumbpiece Alarm ......................... Available. See page 33 and escutcheon trims. ......... Non handed, center hub 2'G" backset Hand ............ -. ADA Series ................ Prefix "A" before the MODEL # Latch Boll................ Stainless Steel ''%" throw Chassis .................... Non-ferrous Alloy (Panic Grade), Steel (Fire Grade) Spring ........................ Stainless Steel throughout Cover .......... _............ Brass, Bronze or Stainless Steel. Covers stock hollow ANSI Standard.......... A156.3, Grade 1 metal doors with 161 cutout Strike ....................... 239 packed standard (See strike page) Mounting. .................. Furnished with wood and machine screws. Available Trim ........................... See Trim Designs section with thin -bolts on request. Thru-bolts are included and standard packaging on fire rated devices Dogging Feature..... Allen -type key furnished standard on non -fire labeled Minimum Stile Requirements devices. Cylinder dogging available 4"escutcheon trims and Mullion ................... Available 4 Y." for thumbpiace and rose trim 11L and ULC Listed... 9800 Series for panic. F9800 Series for fire exit DOUBLE DOOR hardware for all types of 4' x B' single doors and 8' x 8' 4'/i MIN. STILE double doors for up to 3-hour fire labeled installations, 50., V—L conforms to standards UL10C and UBC 7-2-1997 codes Finish .................. Architectural plated finishes. See page 33Electronic Functions...(ELR) Elechicgl Latch Retraction and RX & LX Signal Switch available 418MULLION DIMENSIONS - Touchbar height to finished floor 41" (1(341 mm) at center r T� Touchbar Projection Neutral 2'/d' (M mm) —/ Depressed 1'/1'(45mm) 424MULLION Center case 8 /:" x 2 b" x 2" (216 min x 64 min x 51 min) 4W MIN. STILE MODEL ACTUAL SIZE MAX CUT DOWN DOOR SIZE SINGLE DOOR 9800E024, F9800E024, 20" T 2T to 24" door width 9800E032, F9800E032 28" 6" 26" to 32' door width _ 9800EO36, F9800ED36 32" 6" 30' to 36' door width i 9820EO48, F9820EO48 44" 12" 36' to 48' door width 'Add prefix A 'h" "before MODEL Exit Devices. 4MIN.sTILE CAL -ROYAL 30 (800) 876.92581 www.cal-royal.com I OCT 2017 P R O D U C T S INC. UAA OFFICES NOTE: MAXIMUM SLOPE FOR RAMPS IS 1:12 t THIS. SLOPE IS LESS GENERAL NOTES: 1. THE CHURCH WOULD LIKE TO REMOVE (2) SETS OF EXISTING DOORS AND INSTALL NEW IMPACT RATED FIBERGLASS DOORS WITH PANIC HARDWARE ON (1) DOOR OF EACH SET THAT UNLOCKS BOTH DOORS. 2. THE NEW DOORS ARE 3068 OUTSWING AND EXISTING 2 x 8 FRAME HEADERS TO BE MODIFIED TO RAISE HEADER HT. 3. THE HALLWAYS FLOORS ARE TO BE RAISED (APPROX. 5") TO FINISH FLUSH WITH EXISTING FINISHED FLOORS IN THE BUILDING. JI 4. CONCRETE RAMPS POURED DOWN TO EXISTING EXTERIOR CONCRETE WALKWAYS. { 5. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2017 FBC (6THI EDITION) AND ASCE 7-10. Design by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 (772) 215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST $06 DELAWARE AVE. REVISED FT. PIERCE, FL. 34950 (772) 772-267-1399 06/23/20 SEAL REPLACE (3) DBL DOORS SHEET 8r RAISE CONC. HALLWAYS MIDWAY BAPTIST CHURCH BOWDOIN 1108 WEST MIDWAY ROAD P.E. #70878 FT. PIERCE, FLORIDA OF 1