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HomeMy WebLinkAbout20701 Cereal Plans with site-APPROVED 0 , � 0 STREETLIGHT y \ ROOM SCHEDULE 0 F.H.0 101 RESTROOM :720 S.F. 0 F.HQ 12"VALVE CEREAL ST. ^ryy�33 MH 1 - — — 102 CARETAKER BUNKBED:1440 S.F. Z�, MIL.COMPLE 2/2/1 NO REVISIONS DATE DV i PARKING 103 NEW RIGGING LOFT: 0 \ / ENTRY / EXIST.CURB/GUTTER/SIDEWALK BUILDING:1440S.F. •• T 104 MAIN OFFICE:720 S.F. 0 �SECONDARY 1 EXIST. �'WOOD FENCE EXIST. fi'BLOCK WALL 110 �E IST.TRANSFORMER 111 o EXI T soo A I 105 SQUARE ONE RETAILLn .F.1267.75 1267.60 II SALES:1272 S.F. N Lid 0) 1 yyy� LL 101 I I 106 TEAM ROOM:720 S.F. S Nry LL F-F.1270.19 Q ry F' 107 TEAM ROOM:720 FOUN AIN I FIg. 00'FIREEPPIT COVERE O ETE ARE 105 24'DRIVE 1`�6 / Ill I ACPAV \ FS' I 108 TEAM ROOM:720 S.F. Ld rn COVERED AREA 0^ I, J LLJ V/ / SD D4.3 CRE EA A LAND(CAPE I I /5 y 9 1 YI o 109 TEAM ROOM:720 S.F. Z Q 19. COURTYARD 102 102 y LLJ 0 O� GRASS AREA I ey,,% TIKI Fl e Flo-6-1 �Aq �H, l �I AREA OF NEW WORK 110 CLASSROOMS:1080 S.F. J � Z F.F.1267. F.F.1268.96 qCk > f6.7 111 SCHOOL w 0 -iL0 io9 107 HEADQUARTERS:1272 S.F. Ld Wxx Fq F.F.1 7.99 F.F.1268.44 \` DECK Q FOUNTAIN 103 112 OFFICE:1275 S.F. /00wPATH OF TRAVEL m >- ROAD BASE PAVING 113CLASSROOM 0 Q Ln x t ADA PARKING 4a COVERED CONCRETE TD.P KING STD.PARKIIG 14SIGNAREA ,�-� 114 CLASSROOMNJAIRCRAFT � O TH OF TRAVELLOADING AREA q q N RA—TO PO TA 1ryy1� 115CLASSROOM _GATE CHAIN LINK SHEDS TOIL T \ / I,,'- . F.F.1270.00 FENCE F.H. 104 CONCRETE AIRCRAFT I \ C /I PAD Y I m 34.2 SCOPE OF WORK I I LL Fy. �ry 2 , \ c RV PARKING I \ RV/PUBLIC.PARKING 17 \ � — w I -INSTALLATION OF(1)MANUFACTURED F.F.1269.37 J w CLASSROOM FOR RIGGING ROOM MANUF. BUILDINGS INSTALLED ON \ \4'CHAIN LINK FENCE GATE \ — \ FIRE unL SHED a STATE APPROVED PIERS. TRUCK \ \ \\ I \ APPLICANT:SKYDIVE ELSINORE y MR.KARL GULLEDGE,OWNER APN:370-080-010 I - ADDRESS:20701 CEREAL ST. I \ 1 I I LAKE ELSINORE,CA 92530 FIRE TRUCK (TURNAROUND 1 PHONE: 951 2459939 I 0 I I I A.C.PAVING AIRCRAFT L PARKING LL- E-MAIL:osky@skydive elsinore.com OCCUPANCY:B F— C)TENT RIGGING ROOM:879/100=9 OCCUPANTS Ld i I OFFICE:509/100=6 OCCUPANTS 0 CLASSROOM I TOTAL OCCUPANT LOAD:15 Q' I I I TYPE OF CONST.:V-B NOW SPRINKLERED Z BUSINESS USE:EXTREME SPORTS JJQ g rc I PARKING SPACES PROVIDED:53 MILITARY COMPLEX U I INCLUDES(2)DISABLE SPACES Lli 114 I DRAWING INDEX 0 M 1s I AS1:SITE PLAN-CONTOURS = o e C ASS ROOM GENERAL INFO E m 4 m Al FLOOR,ELECTRICAL PLANS, y z ti + CEILING PLAN. s y o I A2 ELEVATIONS m m z o U STATE APPROVED FOUNDATION o + SYSTEM PLANS. o SPA-30 7F z a w ATTACHED x I SHEETS F1 TO F6 H 3 a I (2) PICTURES OF MODULAR SERIAL NUMBERS ALSO NOTED ON SHEET Al SIGNATURE SCALE DATE NO SCALE 8/10/21 DWN. BV JOB NO, HZ 21 —31 SHEET NO. AS OF SHEETS ENGINEERED FOUNDATION PLAN C.P. SEISMIC PIER SPA 30-7F City of Lake E l s i n o re)R: CENTRAL PIERS, INC. BUILDING DIVISION 284 N. THORNE AVE. Permit # BLDG 2021-2023 FRESNO, CA 93706 559-268-0828 Date: 09/20/2021 1:33:29 PM hA-E, BY: ROCK SOLID ENGINEERING, INC. 1100 MAIN STREET, SUITE A WATSONVILLE, CA 95076 APPROVED 831-724-5868 �O?ROFESS�O STATE APPROVAL_ M. Wi 4' m 0. 60245 * COMMERCIAL/MODULARICOMMFRCIAL COACH FOUNDATION SYSTEM 4� CIVIL NAP HEALTH AND SAFETY CODE,SECTION 18551 ,-OF CALIF 0 APPROVED Si eck.. 4`1q--0 `1 APPROVAL DOES NOT AUTIJOR77.E OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF l APPLICABLE STATE LAWS AND REGULATIONS STATE OP CALTFORNTA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS �} BY- L� DATE � 3� srA n REV. DATE BY COMMENTS TIIIS 11\,APrROVALEXPIRLiS 72_ 0 04/17/20 YW UPDATE TO 2019 CBC/CRC Q 04/25/18 YW UPDATE TO 2016 CBC/CRC 10 01/04/15 YW REVISION TO TABLE, PAGE F5 QO 02/25/14 YW UPDATE TO 2013 CBC/CRC RO CKSOLIDENGINEERING, INC. ENGINEERED FOUNDATION PLAN SHEET Fl CENTRAL PIERS - SPA 30-7F OF 6 REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 & 2 19 1 4. FOUNDATION 1. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE A. 2500 PSI AT 28 DAYS A MANUFAC ED BY CENTRAL INSTALLED. THE FOLLOWING DESIGN LOADS ARE INCORPORATED HEREIN: PIERS. FLOOR LIVE LOAD: 50 PSF 5. PRESSURE TREATED FOUNDATION PAD ROOF LIVE LOAD: 30 PSI — 100 P S LISTED IN TABLE SHEET F5 A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.I.-83 CC. PLUGGED, BASIC WIND SPEED & EXPOSURE: 95-130 H. SEE TABLE SHEET F5 NER—QA397,PRP-108. SEISMIC DESIGN CATEGORY: E I E S s= S = = 6. ATTACHMENT TO EXISTING CONCRETE SLAB (PER ASCE 7-16, SECTION 12.14.8.1 Ss NEED NOT EXCEED 1.5. SITE THE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT VALUE MAY BE HI CONCRETE SLAB OR CONCRETE FOOTING ACCORDING TO THE FOLLOWING NTENDED FOR USE IN FLOOD HAZARD AREAS CRITERIA' UNLESS A SEPARATE DESIGN ADDRESSIN FLO D 1. ATTACH WITH TWO 5/8"DIAM. REDHEAD WEDGE ANCHORS (OR EQUIV) UBMI ED FO V BY L S i n o e 2' MINIMUM EMBEDMENT = 2.5" 2. FOOTINGS ARE- TO BE SUPPORTED BY EITHE 3. MINIMUM CONCRETE THICKNESS = 33/a" UNDISTURBED SOIL OR COMPACTED FILL, ASP i O N 4. MINIMUM EDGE DISTANCE = 2" FOOTINGS ARE DESIGNED FOR 1500P jjE9 QPAC COACH SIZE NOTES: BE COMPATIBLE WITH LOCAL SOIL BE FOUNDED AL ACCORDANCE WITH H. . , UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC., THE ."� 1 3. STRUCTURAL STEEL: ROOF PITCH SHOULD NOT EXCEED: � A. SINGLE WIDES: 3:12 A. SHALL CONFORM TO ASTM A36 = B. DOUBLE AND TRIPLE WIDES: 3:12 B.SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. 12 C. SHALL BE WELDED ACCORDING TO AWS �V E D 2, FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR i. ELECTRODES: E70 REFERENCED IN THE TABLE SHEET F5, THE LAYOUT SHALL BE REVIEWED ii. PLATES: ASTM A36 & APPROVED BY ROCK SOLID ENGINEERING, INC. iii. BOLTS: STANDARD ASTM A307 INSPECTION REQUIREMENTS: iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE D.ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO 1. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD COMMERCIAL BE PROTECTIVE COATED. COACHES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS 4. THE C.P. SEISMIC PIER SHALL BE LISTED & LABELED BY BSK HAVE NOT BEEN INCLUDED IN THIS DESIGN. ASSOCIATES FOR THESE ULTIMATE LOADS: 7" THRU 18 INCH PIERS: 3203 LBS. (STRONG DER), 2273 (WEAK DIR) 2• ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, 19 INCH X-LARGE PEER: 1553 LBS. (STRONG DIR.) 1462 (WEAK DIR) ROOF HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE 16,000 VERTICAL LOCAL BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY 5. THIS FOUNDATION MTEM IS FOR PLACING COMMERCIAL COACHES BROUGHT TO THE ENGINEER'S ATTENTION. CONSTRUCTED WITH LONGITUDINAL OR CROSS JOISTS. 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER 6. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A SOIL CONDITIONS AND DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. SEE NOTE 2 ACCORDANCE WITH TITLE 25 & THE COACH MANUFACTURERS AND TITLE 25, SECTION 1334(b). REQUIREMENTS. 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S PROFESS/p INSTALLATION INSTRUCTIONS. WITHOUT MANUAL, SPACING OF STANDARD jE M �( PIERS TO BE DETERMINED BY TITLE 25, SECTION 1335.5. '�ls F2 FOUNDATION PAD NOTES: �L��� 1. TWO FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM. NO.60245 THE CUSTOMER MAY CHOOSE ONE OF THE PADS FOR THEIR COACH. �- SEE DETAIL 2, SHEET F6. CI I s # 2. FDTN PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL C1VIL �P (SEE GEN. NOTE 2) �irYr �r -` ?�' F0 CAl1F0�� 3. THE FOUNDATION PADS SHALL BE ORIENTED AS SHOWN ON THE PLAN VIEW DRAWING WITH THE BOLT HOLES PERPENDICULAR TO THE CHASSIS S1Ted: 4-«-2-D BEAM. SEE PLAN VIEW SHEETS F3 AND F4 LJ CK SOLID ENGINEERING, INC. D ENGINEERED FOUNDATION PLAN ©04/17/2 O SHEET F2 CENTRAL PIERS - SPA 30-7F of 6 INTERIOR RIDGE SUPPORTS �AS SPECIFIED BY STANDARD CHASSIS PIER COACH MANUFACTURER SUPPORT. TYPE, SIZE & -- LOCATION PER COACH MANUFACTURER itf LakW E sire TILDINGOV1111 Pe mt # DG 1- 2 ' ' E IS al STING EXISTING D e: 09/ &"]3 :37 PM CHASSIS BEAM CHASSIS BEAM P�ORIENTATION ^ PAD MUST HE U -F C • • • PLACED AS SHOWN d • WITH BOLT HOLES � 1 PERPENDICULAR TO C )W P R E� T T T CHA55I3 BEAM t PLACE C.P. SEISMIC PIERS p (DETAIL 3, SHEET F6) PROFESS/ IN ROWS OF 4 M. w�k9�F2 # PIERS PER TABLE G' • • SHEET OF RF5 S PER TABLE, U EACH SEISMIC PIER MAY N0.60245 REPLACE 1 STANDARD PIER 4 4 4 qT crviL ���' OF CALIFO� TMOWNS: `J PLACE C.P. ANCHOR PIER m • • • • • • ODETAIL I SHEET F6) N OUTER CHASSIS BEAM IN PLACE OF SEISIC PIER, WHEN REQUIRED I PER TABLE SHEET 115 (Ult. Capacity=2940 Lat t ch k F-1 4 4 4 4 4 & 3170 Uplift) OUTLINE OF — COACH 30'-4B' �s-�2 PLANNot to Sale TRIPLE WIDE COACH Q ENGINEERED FOUNDATION PLAN A304/I7/2 OCK SOLID ENGINEERING, INC. SHEET F3 CENTRAL PIERS - SPA 30-7F of 6 STANDARD CHASSIS PIER SUPPORT. TYPE, SIZE & LOCATION PER COACH MANUFACTURER INSTALL HOME PRIDE OR oLrvER TECHNOLOGIES EARTH ANCHORS 2900 lbs CAPACITY. I NUMBER PER TABLE SHEET F6. SPACE 1ST ROW 2 FT FROM PAD ORIENTATION END THEN SPACE EVENLY. EXISTING EXI TING PAD MUST BE I� EXISTING PAD ORIENTATION VCHASSIS BEAM + { H A VCHASSIS BEAM�� WHEN �ITIEDOWN3 IN TABLE I l O I ".0a I S I ram AS SHOWN Is SHOWN WITH AS wmc (+), PAD MUST BE WITH BOLT HOLES INSTALL MIN. 2 AUGERS PLACED AS SHOWN B U I N G D I 1 O W PERPENDICULAR TO U AT EACH ENDWALL. WITH BOLT HOLES 2021-202 6 CHASSIS BEAM 7' N. PERPENDICULAR TO I Perrn1 it # LD cHAssls BEAM m Da �9/ 0/ 1 1:33: M 00 a EA-E, PLACE C.P. SEISMIC IN ROWSWS OF 4 r TOTAL # PER TABLE I I R O r I I SHEET F5 ` # OF ROWS PER TABLE, SPIFFY F5 EACH SEISMIC PIER MAY I REPLACE 1 STANDARD PEER I I CI� II I I QROFESS/p,�( M jv Fy © © U * 0.60245 TDIDOWNS` I I I I a I I a PLACE C.P. ANCHOR PIER CIVIL(DETAIL I SE P ON OUTER CHASS SE BEAM 9r�OF CAUF���\ IN PLACE OWHEN REQ�D SEISMIC PIER & I I 5►0��ed: 4-�a-2c7 # PER TABLE SHEET F5 FOUNDATION PAD# � (Ult. Capacity=2840 Lat & PER TABLE 3170 Uplift 4 4 SHEET F5. I I ! EACH SEISMIC PIER ® MAY REPLACE 1 STANDARD PIER OUTLINE OF COACH OUTLINE _. co OF COACH H C D 20'-32' PLANNot to Sale PLAN Not t0 Scale _T DOUBLE WIDE COACH SINGLE WIDE COACH D CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN 104/17/2 0 CENTRAL PIERS - SPA 30-7F SHEET F4 of s Q TABLE REVISED IN ACCORDANCE WITH 2019 cBc cALCs MAX. ROOF LIVE LOAD (PSF) 30 PSF 60 PSF 60 PSF 100 PSF MAX. WIND LOAD(MPH,EXP) 95C 100C 120B 130C COACH SIZE N OF A OF / OF f OF OF OF OF WIDTH LENGTH ROOF PITCH ' C Rows T� 3S[slaC BOWS �IIE SEISIeIC # OF TIE SEISMIC ROFs TIE Dowxs 20'-48' 3:12 4 2 ROWS 4 4 2 ROWS 40 4 2 ROWS 40 4 2 ROWS 40 48.5'-60' t,, 3:1l Arm 6 3 ROWS 40 6 3 ROWS 4* 6 3 ROWS 6* 60.5'-78' 0H4 8 4 ROWS 40 8 4 ROWS 40 8 4 ROWS 60 26RUMit # BfdkG 0 4 2 ROWS 4 4 2 ROWS 4 4 2 ROWS 4 20'-32' 46. - xjyI 8 3 ROWS 4 8 3 ROWS 4 8 3 ROWS 4 $ 1 66. 12 14 ROWS 4 12 14 ROWS 4 1 10 4 ROWS 6 30'-48' 8 3 ROWS 4 8 3 ROWS 4 8 3 ROWS 4 30-48' 48.5'-60' :12 12 3 ROWS 0 8 3 ROWS 4 8 3 ROWS 4 6 3 ROWS 6 60.5'-78' 3:12 16 4 ROWS 0 12 4 ROWS 4 12 4 ROWS 4 10 4 ROWS 6 TABLE NOTES TO USE TABLE, FIND COACH WIDTH THEN LENGTH. FOLLOW ROW ACROSS TO DESIGN ROOF (SNOW) LOAD THEN DESIGN WIND LOAD. READ TOTAL NUMBER OF C.P. SEISMIC PIERS, NUMBER OF ROWS & TIEDOWNS REQUIRED. SEE PLAN SHEETS F3 AND F4 FOR PLACEMENT OF C.P. SEISMIC PIERS AND TIEDOWN SPECIFICATIONS. FOR EXAMPLE, FOR A 24's6O' COACH WITH A DESIGN SNOW LOAD OF 60 PSF & 100 MPH, EXPOSURE C WIND LOAD, READ 6 C.P. SEISMIC PIERS, PLACED IN 3 ROWS, WITH 4 C.P. ANCHOR PIER TIEDOWNS. LAYOUT SHOWN IN DOUBLE WIDE PLAN VIEW SHEETS F4. PROFESS/p $FOR SINGLE WIDES, WHEN THE NUMBER OF TIEDOWNS IS SHOWN WITH AN ASTERISK (+), INSTALL MIN. 2 EARTH AUGER TIEDOWNS M �q� AT EACH ENDWALL OF THE HOME. THIS GENERALLY APPLIES EXCEPT FOR 95 MPH, EXPOSURE C WITH A 30 PSF ROOF LOAD. � w . F2 1 Z COACH SIZES REFER TO NOMINAL SIZES THAT ARE COMMONLY MANUFACTURED. IF THE EXACT SIZE OF THE COACH IS NOT LISTED, CHECK THE NEXT HIGHER OR LOWER SIZE AND USE THE ONE THAT REQUIRED MORE PIERS. 0. 60245 A THE TIEDOWNS SHALL BE LISTED & INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT TIME OF INSPECTION. J'j * NO MORE THAN 1/3 OF THE TOTAL NUMBER OF C.P. SEISMIC AND ANCHOR PIERS MAY BE EXTENDED ABOVE 22.75 INCHES 9TFOF CIVIL ��\P MEASURED FROM THE BASE OF THE PIER TO THE TOP PLATE OF THE PIER. CAU Si heck: 4-ra H C D ENGINEERED FOUNDATION PLAN A04/17/2 20CK SOLID ENGINEERING, INC. SHEET F5 CENTRAL PIERS — SPA 30-7F of 6 C.P. ANCHOR PIER TIEDOWN, WHEN REQUIRED FOR DOUBLE & TRIPLE WMES, SEE TABLE SHEET F5 COACH I BEAM COACH I BEAM 3'X6'XI/4' PLATE 3' X 3' PLATE 4 — 3/8' 4 - 1/2'BOLTS & NUTS /—BOLT WITH IAK _ WASHER & NUT STANDARD DARD MAX HT ABOVE CLAMP SCHEDULES4 DEL PIPE 3 IN FOR THE 6 IN PIPE 2' DIA 10', 12', I8', OR 24' LENGTH 7 IN FOR THE 10 IN PIPE STD PIPE 7' F 10, PI co 12 IN FOR THE 15 IN PIPE 4 — 3/8' BOLTS 9' F T !z' PIPE 3/I6' PLATE CLAMP 14 IN FOR THE 18 IN PIPE TIGHTEN TO I FO TH e P E L 180 IN—LBS HE a• b TUBE MUST EXTEND ¢ • (15 FT—LBS) TORQUE 3' MIN IN TO CLAMP 3/16' PLATE o FLAT BAR CLAMP BASE HEIGHT ti 3/4' THREADED ROD ko&,QJ PIPE 7 INCH SMALL � ACH 18,5 INCH INCHEXT REGULAR 3/16' PLATE LEGS 24 INCH BY 24 INCH 3/4' P.T. PLYWOOD PAD TYP OF 2 T STEEL INSERT, 5/8'x1,5' BOLT OR y D,<rrpl;A,L �� PLASTIC INSERTS WASHER BOLT II/I6'x I \di+/oRlr�0 s ke Elsinore WITH HARDENED WASHER WHEN CONDIT I G DIVISION �1/4' PLATE PRE-DRILL 8-10 R ROBS,2021-2023 F�'i�rS gtn SEISMIC PIER NOT TO SCALE 0/2021 1:33:49 PM 1 C.P. ANCH4TI oT CALE 3 C.P. SEISMIC PIER #1—PATENT #5595366 LISTING #186.6 BY GTG P LISTING #CO3-044-60F BY BSK HOLES FOR 5/8'x I P P ROV E 1/2'x2-1/2' C.B. FLANGED PLASTC IO ANCHOR INSERT �QpROFE, NO'60245 \. v 2 — 3/8' x 1' BOLTS FIELD DRILL HOLES J, OPTION OF CIVIL / \ 4—#14 SELF TAP SCREWS COACHHEAM gT`cOf CALI OR�\P OR J ` 24' -13,—J 3 x 3' _J 1/4'x2'x4' PLATE S�red:4-l�-zv 4� ANGLE 3' WIDE SPACER AS 5/8 x3' NEEDED FOR FLANGED PLASTIC J—BEAM ANCHOR INSERTS 4 — 3/8-BOLTS 1 13,5 PIER SEISMIC H ' D 4x4-4x4 WWF 4. s/ � PLYWOOD PA I PRECAST C.P. PRO PAD FOUNDATION PADS ATYPICAL BEAM CONNECTION NOT TO SCALE U NOT TO SCALE D ENGINEERED FOUNDATION PLAN ©04i17i2 OCK SOLID ENGINEERING, INC. SHEET F6 CENTRAL PIERS — SPA 30-7F OF 6 1 2 FINISH SCHEDULE o 0 60'-0" Q City of Lake Elsinore 21'-7" DESIGN CRITERIA BUILDING DIVISION FLOOR 50 PSF 0 Permit#BLDG 2021-20 3 5'-6" 11'-5" 9'-10" 11'-8" 3'-6" L 10'-8" 7'-5" ROOF 20 PSF NO REVISIONS DATE BY Date:09/20/2021 1:33:52 P Ik WIND 17.4 PSF, 70 MPH EXP. "C" g g SEISMIC ZONE : 4 ,q FIRE /SAFETY FS200 APPROV D A A A A A o 707D o o o Ln BUILDING DATA OCCUPANCY : B ( TOTAL OCCUPANT LOAD 14 MAX. IN IN CONSTRUCTION TYPE V—B, (NONE RATED) FE o OFFICE FIE C ]�lc Q 3 N 131 S.F. U RIGGING EXISTING 3 TON AC W cn 1 CKw HEAT STRIP TYR. INSULATION z ROOM EXTERIOR WALL : R-11 UNPAGED ch J w 07 N 909s.F. FLOOR R-11 UNPAGED 0 Q Roots 102 w 125E ELECTRICAL ROOF : R-19 UNFACED Z W O 07 B - - - - - - - - - - - - - - PANEL B J Ed � Z M M /� V (� L/ OPEN 10'-4" CEILING SYSTEM ; W OFFICE HEIGHT 7'-10" NOMINAL N 0 380SF. FINISH SUSPENDED T—GRID CEILING 755B OR >- 0 W JHVAC EQUAL COLOR: WHITE Y O Q Ln 0 IN -J M EXISTING 3 TON AC 10KW HEAT STRIP TYP. HVAC SYSTEM BRAND "BARD" FE A A FE SIZE : 3 TON A/C W/CRV-3 VENTILATOR (1 dbExiT SIGNdb EXIT SIGN ITO125A ELECTRICAL COLOR MET. STD. C PANEL A HEAT STRIP 10 KW S Lc 2C SUPPLY AIR DUCTED 13/16" FIBERGLASS DUCTBOARD OI RETURN AIR DUCTED 13/16" FIBERGLASS DUCTBOARD EXISTING DECK EXISTING Ln o OFFICE 1 1" 7-4" ELECTRIC : z DECK — DISTRIBUTION 125 AMP, 120/240 V. SINGLE PHASE x SUB PANEL EXTERIOR, SURFACE MOUNTED MAIN BREAKER NOT INSTALLED o WIRING MC CABLE 48'-3" FXIST w FLOOR PLAN DTINDOITS 1 2 z AO EXTERIOR WINDOW 36" X 48" XO 4 R.O. ®81") 36 1/2" X 48 1/4" J FRAME BRONZE ALUMINUM GLASS BRONZE TINT STYLE HORIZONTAL SLIDER (7 BUG SCREEN YES Z J_ A IF w _ _ DOORS Oi EXISTING: EXTERIOR DOOR c 3 3'-0" X 6'-8" LOCK "MONARCH" //19-V PANIC HARDWARE W/ w VERTICAL TOP & BOTTOM RODS INT. W/ 3 LEVER AT EXT. W/CYLINDER ILA "NORTON" #1601 OR EQ. (BOTH LEAFS) a OINTERIOR DOOR S-0" X 6'-8" LOCK PASSAGE SET Q ROOM 102 w ALL LOCKS TO BE LEVER TYPE. O B ke- lsinor O3 INTERIOR DOOR : S-0" X 6'-8" —1 BUIL I G DIVISION LOCK STORAGE SET LL- Permit#BLDG 2021-2023 Date:09/20/20 1:33:58 PM 0 O Q M m 'O 9 Z � mIn AP OVED MODULAR INFORMATION: E m CC:!38807 S:R1512B ® @7 CC:138806 S:R 1512A s z + ROOF LIVE LOAD: 50 PSF FLOOR LIVE LOAD: 20 PSF + WIND LOAD: 20 PSF OCCUPANCY B z m o ELECTRICAL 125A MECHANICAL: AC/H N 65 + N w O Y o PLUMBING: STL FIRE SAFETY FS 200-E2 U Z N C zaw11 LEGEND o N M Y � 2X4 ( TUBE LED ¢ N g s DROP IN LIGHT EXISTING DECK FIXTURE SUPPLY REGISTER SIGNATURE SCALE DATE 1 4" FT 8/10/21 DWN. BY JOB RETURN AIR REGISTER Hz 21 -31 SHEET NO. $ ELECTRICAL SWITCH A 1 EXISTING DECK CEILING PLAN ORE FIRE EXTINGUISHER OF SHEETS A 0 0 0 0 NO -SIONS 1 DATE BY �0�\ 9 L / N 0) � U w DI I I AC 0 J L Per iN122021 G 0 1 2 2 Z Q Dat : 40 M W 0 0) Plk T1-11 J � Z m SIDING LEJ pp m m T,-11 ``' SIDING Ld w > — IN p 0 W T1-11 > Y SIDING SKIRT Y 0 Q N N J 0) EAST NORTH X CEILING TRIM AG i f L sl or BIJILDI ISIO " "' Pe Y t#E L __20, -20 I Dat 0/0 2 1:3 3P T1-11 x SI RIM DING T of m fflffl 77 mmm m7H mm M m m M 1171 1 F.F. N U) N F.G. Z 0 Q SOUTH WEST w J W 0 Z_ J_ D m o V C, Z N m EXTERIOR FINISH NOTES E Y Z n + UJ EXTERIOR FINISH T-11 VERTICAL SIDING 3 o a COLOR "TAN" TO MATCH EXISTING BUILDINGS 4+ o m m fO m � o N V + Y � O U O o z a w o "' SIGNATURE SCALE DATE 1 4" rrT. 8/10/21 DWN. BY JOB NO. HZ 21 —31 SHEET NO. ELEVATIONS A2 OF SHEETS 0 I STREETLIGHT y \ ROOM SCHEDULE 0 F.H.0 101 RESTROOM :720 S.F. 0 F.HQ 12"VALVE CEREAL ST. ^ry6�33 MH 1 - — — 102 CARETAKER BUNKBED:1440 S.F. Z�, MIL.COMPLE 2/2/1 NO REVISIONS DATE DV i PARKING 103 NEW RIGGING LOFT: 0 \ / ENTRY / EXIST.CURB/GUTTER/SIDEWALK BUILDING:1440S.F. City of Lake Elsinor T 104 MAIN OFFICE:720 S.F. 0 BUILDING DIVISION SECONDARY EXIST. WOOD FENCE EXIST. fi'BLOCKWALL Permit#BLDG 2021-2023 FIRE \ t.ERE 0 ❑E IST.TRANSFORMER 105 SQUARE ONE RETAIL Date:09/20/2021 1:34:11 PM TRUCK 111126Z75 EXI T.soo A I I I Lc) 1zs7so I SALES:1272 S.F. N I I O� I 1 � 101 106 TEAM ROOM:720 S.F. APPROVEDb FF 1270.19 107 TEAM ROOM:720FOUN AIN FS_ FIREEPPIT ETE ARE 105 24'DRIVE 1`�6 / Il1 I ACPAV \ FS' I 108 TEAM ROOM:720 S.F. � Wi rn COVERED AREA 0^ I, J V/ / SD D4.3 HE EA A LAND CAPE I I /5 y 1 YI o 109 TEAM ROOM:720 S.F. Z Q 19. COURTYARD 102 102 5 W 0 O) GRASS AREA TIKI e'e 1os �Aq �H, l �I AREA OF NEW WORK 110 CLASSROOMS:1080 S.F. J z F.F.1267. F.F.1268,96 q4k > �' 111 SCHOOL w 0 L() 0 109 1 77 ILL HEADQUARTERS:1272 S.F.xxA W W F.F.1 7.99 F.F.1268.44 1ry� Z (9 \ N \/\/X ` DECK Q�' FOUNTAIN 103 z p 112 OFFICE:1275 S.F. /0 I0 W \ PATH OF TRAVEL m I ` Y \ \ ROAD BASE PAVING > ® m 113CLASSROOM Y 0 Q Ln \ ADA PARKING 4a COVERED CONCRETE "oo I TD.P KING I STD.PARK I IG 14 SIGN AREA 114 CLASSROOM N IN J AIRCRAFT �� i TH OF LOADING AREA O O I a TRAVEL J urlurY PCTA I I 1ry61 DECK 6.7 115CLASSROOM _GATE CHAIN LINK SHEDS TOIL T \ / �9. F.F.1270.00 FENCE F.H. 104 CONCRETE AIRCRAFT I \ /I PAD Y I m 4 \ �' 34.2 SCOPE OF WORK I I LL F5. ry 2 c RV PARKING I \ RV/PUBLIC.PARKING 17 Fll \ — w I -INSTALLATION OF(1)MANUFACTURED F.F.1269.37 J w CLASSROOM FOR RIGGING ROOM MANUF. BUILDINGS INSTALLED ON \ \4' E GATE CHAIN LINK FENCE\ — \ FIRE unL SHED a STATE APPROVED PIERS. TRUCK 1 3 \ \ \\ I \ APPLICANT:SKYDIVE ELSINORE y MR.KARL GULLEDGE,OWNER \ — t — — — \ APN:370-080-010 I - ADDRESS:20701 CEREAL ST. I \ 1 I I LAKE ELSINORE,CA 92530 FIRE TRUCK (TURNAROUND 1 PHONE: 951 2459939 I 0 I 1 II I I I I A.C.PAVING � LL- AIRCRAF L PARKING E-MAIL:osky@skydive elsinore.com OCCUPANCY:B F— C)TENT RIGGING ROOM:879/100=9 OCCUPANTS Ld I OFFICE:509/100=6 OCCUPANTS 0 CLASS I TOTAL OCCUPANT LOAD:15 Q' I I TYPE OF CONST.:V-B NOW SPRINKLERED Z BUSINESS USE:EXTREME SPORTS JJQ g MILITARY rc I PARKING SPACES PROVIDED:53 COMPLEX U I INCLUDES(2)DISABLE SPACES Lli 114 I DRAWING INDEX 0 M 1s I AS1:SITE PLAN-CONTOURS = o e CLASSROOM GENERAL INFO E m 4 m Al FLOOR,ELECTRICAL PLANS, y z ti + CEILING PLAN. s y o m o + m I A2 ELEVATIONS m m z o U STATE APPROVED FOUNDATION o + SYSTEM PLANS. o SPA-30 7F z a w ATTACHED Lj � x I SHEETS F1 TO F6 n 3 a I (2) PICTURES OF MODULAR SERIAL NUMBERS ALSO NOTED ON SHEET Al SIGNATURE SCALE DATE NO SCALE 8/10/21 DWN. BV JOB NO, HZ 21 —31 SHEET NO. AS OF SHEETS 4 P ;'�` t t s 4 s►, THIS ItA, fRT`! OF THE STATE' ,IIRTMENT OF r HOUSIN iEVELOPMENTI,� COMMG ll DEPARTMENT Asf� I A ITS rpNSTRUCTiFj {NS1GNl,A A FLECTR{C�l EQUIPMENT I,EO�gIpgG, MECH VER'ED UNLE4� APPROVAL IS • $ED OR CON OR INS7AlLATl6 ANO.,S TY CODE ` JAE DEpARTMEtiT. HEAL, APPROVEO AS HAVING FIRST OB?AIkED CpMMERCIAL COACH PAFIT HIS S At:O REGULATIONS FOR COMMERCIAL OIVIStVN 13• AS HEREON N,FN IA ty{�H !"'W NOTE4 BEEN COMPS HdI� 601tE 2' CHaPTER ' AD , • F1C09 COACHES CA' LIyE EQAWQ �OFA� ,. 'CVt}oAFyCy UV E �Tslot: f * . f ` 1` 4 . �'S '�� • T rr.. ' �1'd , �� ��• � ���♦ t fir' .l +�l 1 , 'f r �r r