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600 Lake Minnie Dr - BC06-001134 (BADCOCK FURNITURE) (NEW RETAIL BLDG) (A)4 PERMIT ADDRESS CONTRACTOR Chapman's Custom Homes ADDRESS 184 E.. -Interlake Btvd Lake Ptacid, FL 33852 CBC051254 (863)465-9185 - - PHONE NUMBER PROPERTY OWNER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTU A-..giy_. PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT _DATE r' 1 ' 0 PERMIT DESCRIPTION r PERMIT VALUATION SQUARE FOOTAGEop Q L� 0 O d 4i CODE CONFOF; MANCE RE V I E l.1): ,ADCOC{� BURN �"UR� 5�'OR SANFORD, FLORIDA BUILDING CODE 2001 DESIGN LOADS FOR THE STRUCTURE ARE AS FOLLOWS: DE51GN CRITERIA - WIND SPEED: 110 MPH, - WIND FORCES DESIGNED IN ACCORDANCE WITH FBC 1606 - EXPOSURE CATEGORY "B" - BUILDING CATEGORY AND IMPORTANCE FACTOR 1.0 - APPLICABLE INTERNAL PRESSURE COEFFICIENT 0.18 - DESIGN WIND PRESSURE OF EXTERIOR COMPONENTS AND CLADDING FROM FBC 1606 ROOF ZONE I: 16.1 PSF (-) 18.1 PSF ROOF ZONE 2: 18.1 PSF (-) 21.8 PSF ROOF ZONE 3: 18.1 PSF C -) 21.8 PSF WALL ZONE 4: 18.5 PSF l-) 20.4 PSF WALL ZONE 5: 18.5 P5F (-) 22.6 PSF ROOF OVERHANG (-) 42.4 P5F EXTERIOR DOORS: 30 PSF GARAGE DOORS 35 P5F LIVE LOADS ROOF 20 PSF m THE ROOF OF THIS BUILDING HAS BEEN DESIGNED FOR THE APPLICABLE PROVIDED WIND CONDITIONS ON THIS SPECIFIC SITE, HR DOOR : MAX 1,296 5Q, IN. IN. ---- 54 IN, HIGH X 54 IN. WIDE OCCUPANCY CLASSIFICATION (PER 3.10) ----------------- MERCANTILE : GROUP M FEMALE CONSTRUCTION TYPE (FBC TABLE 600) ----------------------TYPE IV CONSTRUCTION, BRD UNPROTECTED- SPRINKLERED TABLE 303.3 - MINIMUM INTERIOR FINISH CLASSIFICATION AREA CALCULATIONS (FBC TABLE 500) DRINKING FOUNTAIN5 MAX STORIES -------------------------------------------------------------5 STORIES, 55 FT. I ALLOWABLE BUILDING AREA ONE FLOOR ONLY -----21,000 50, FT, EXITS C TOTAL GROSS AREA --------------------20,000 5Q. FT. - FIRE RESISTANCE RATINGS (FBC TABLE 600) CODE REQUIREMENT DE51GN PROVIDED COL INTERIOR BEARING WALLS: OTHER SPACES C CONCRETE SUPPORTING ONE FLOOR ONLY ----------------------------------- NC ---- -------NC Ln SUPPORTING COLUMNS, OTHER BEARING WALLS--------------------NC---- -------NC 0 SUPPORTING ROOF ONLY ----------------------------------- NC ---- -------NC r� w MINIMUM OCCUPANT LOAD (TABLE 1003.1) GROSS SQ. FT, AREA PER OCCUPANT LOAD I > 505 o STORAGE 3,801 50, FT. 300 / GROSS 50. FT, INTERIOR NON BEARING PARTITIONS ELEV tw LjJ Ira EXTERIOR TOTAL OCCUPANCY ----------------------------------------- OCCUPANCY SEPARATION (SBC'10.f•)---------------------------- (1) ------------- N/A FLOOR DRAIN FIN FINI&H(ED) TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH PARTITIONS WITHIN TENNANT SPACE (515C 104.1) Q MAX. TRAVEL DISTANCE TO EXIT (5PRINKLERED) 200 FT, 704.1 OCCUPANCY SEPARATION J a 104.1.2.2 ACCESSORY OCCUPANCIES HT HE IGHT 70412.2 (4) - - - - THE FOLLOWINGOCCUPANCIES NEED NOT BE SEPARATED FROM THE U5E5 t,; TO WHICH THEY ARE ACCESSORY HW HOT WATER ROOMS OR SPACES USED FOR CUSTOMARY STORAGE OF NON -HAZARDOUS M TERIAL. IN INT GROUP M, IN WHICH THE AGGREGATE DOES NOT EXCEED ONE-THIRD OF THE LAv w MAJOR OCCUPANCY FLOOR AREA IN WHICH THEY ARE LOCATED. LIVE LOAD Uj LIGHTING a -------------------------------N---- COLUMNS SUPPORTING ROOFS ONLYC -----NC BEAMS, GIRDERS, TRUSSES 4 ARCHES SUPPORTING ONE ROOF ONLY-------------------------------NC---- -----NC = FLOORS 4 FLOOR/CEILING ASSEMBLIES------------------------------NC---- -----NC ROOF 4 ROOF / CEILING A3SEMBLIE5-------------------------------N-----------NC Q EXTERIOR BEARING WALLS o OVER 30 FT. ---------------------------- NC -(NL) --------- NC I _ N SECTION 100 FIRE RESISTANT MATERIALS AND CONSTRUCTION 2 2 TABLE 104.1 OCCUPANCY SEPARATION : SEE 104.12 (ABOVE) TABLE 104.2.4 FIRE RESISTANCE RATING OF EXIT ACCESS CORRIDORS -- N/A TABLE 105.1.2 MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS AND OPENING PROTECTIVES = COMPONENT ------------------WALLS 4 PARTITIONS ----------------- OPENING PROTECTIVI=3 EXTERIOR WALLS -------------ALL---------------------3/4 HR m o WALI-5 WITHIN TENNANT SPACE (SEE 104.2.3 ) ,J w 104 23 PARTITIONS WITHIN TENANT SPACE w 10423.1 --- PARTITIONS DIVIDING PORTIONS OF STORES, OFFICES, OR SIKMILAR PLACES OCCUPIED BY ONE TENANT ONLY, WHICH DO NOT EXTABLISH AN EXIT ACCESS CORRIDOR 5ERVING AN OCCUPANT LOAD OF 30 PERSONS OR MORE, AND PARTIAL PARTITIONS, MAY BE TEMPORARY OR PERMANENT AND CONSTRUCTED IN ACCORDANCE WITH 609 WITHOUT FIRE RESISTANCE. m TABLE 105.1.3.6 LIMITING SIZE OF WIRED GLA55 PANELS PROVIDED Q3/4 HR DOOR : MAX 1,296 5Q, IN. IN. ---- 54 IN, HIGH X 54 IN. WIDE 1 1 FEMALE ALUMINUM BRD WATER GL05ET5 LAVATORIES TABLE 303.3 - MINIMUM INTERIOR FINISH CLASSIFICATION I I DRINKING FOUNTAIN5 OCCUPANCY- M- 5PRINKLERED: I CEILING EXITS C CONCRETE MASONRY UNIT Co EXIT ACCE55 C COL COLUMN OTHER SPACES C CONCRETE CONT FBG 903 SPRINKLERS ------ BUILDING SHALL HAVE AN NFPA-13 SPRINKLER SYSTEM Ln FBG 1000 - MEANS OF EGRESS DTL. 0 DISC DISCONNECT `j MINIMUM OCCUPANT LOAD (TABLE 1003.1) GROSS SQ. FT, AREA PER OCCUPANT LOAD I MERCANTILE 15,158 50. FT, 30 /NET $Q. FT, 505 o STORAGE 3,801 50, FT. 300 / GROSS 50. FT, 12.6 ELEV OFFICE/TOILET 1,041 50, FT, 100 / GROSS SQ, FT, Ira EXTERIOR TOTAL OCCUPANCY ----------------------------------------- 521.6 a. FLOOR DRAIN FIN FINI&H(ED) TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH (FBC TABLE 1004) Q MAX. TRAVEL DISTANCE TO EXIT (5PRINKLERED) 200 FT, HDWE J HM HOLLOW METAL MAX. DEAD END CORRIDOR 20 FT. EGRE55 WIDTH PER PERSON SERVED (RAMPS, DOORS, CORRIDORS) 0.2 INCHES / PERSON MIN. CORRIDOR / AISLE WIDTH 44 INCHES (3(b" IF OCCUPANCY LESS THAN 50) MIN, CLEAR WIDTH OF EXIT OPENINGS 32 INCHES MINIMUM NUMBER OF EXITS (SBC 1004.2.2) (501-1000 OCCUPANCY) 3 EXITS REQUIRED EGRESS CALCULATIONS DOOR EXIT WIDTHS - REQUIRED, 521 PEOPLE X ,2 = 105 INCHES (4) DOORS --------TOTAL EXITS = 144 INCHES SBC 1004.1.4 - DISTANCE BETWEEN DOORS TO BE NOT LE55 THAN ONE HALF LENGTH OF MAXIMUM OVERALL DIAGONAL DISTANCE OF BUILDING / AREA SERVED. DIAGONAL DISTANCE OF AREA a 210 FT. - 4 INCHES D15TANCE BETWEEN EXITS 2 130 FT. - 6 INCHES ACCESSIBLE MEANS OF EGRE55 (FBC 1004.3) WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY REQUIRED ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. TOTAL OF (2) ACCES5IBLE EXITS PROVIDED PLUMBING FIXTURE REQUIREMENTS (PER FLORIDA BUILDING CODE 2001) OCCUPANT LOAD PER 403.1 RETAIL OCCUPANCY --- 60 5Q. FT. / PERSON OFFICE / TOILETS --- 60 SQ. FT. / PERSON WAREHOUSE / STORAGE - - - 300 SQ. FT. / PERSON USABLE SQ. FT. RETAIL = 15,158 SQ. FT. / 60 5Q. FT./PERSON = 252 OFFICE / TOILETS SQ, FT. - 1,041 SQ. FT. / 60 SQ, FT./PERSON = 11 WAREHOUSE / 5TORAGE = 3001 5Q. FT. / 300 FT. / PERSON = 12.6 TOTAL OCCUPANCY = 281 FIXTURES REQUIRED PER TALBE 403.1 MALE REQUIRED PROVIDED WATER CLOSETS LAVATORIES 1 I 1 1 FEMALE ALUMINUM BRD WATER GL05ET5 LAVATORIES 1 I I I DRINKING FOUNTAIN5 I I 3 f 5T OP DAM 5: A-1 TITLE SHEET 5T-1 CIVIL SITE PLAN A-2 GENERAL NOTES/ LIFE SAFETY PLAN A-3 FLOOR PLAN A-4 REFLECTED CEILING PLAN A-4.1 REFLECTED CEILING PLAN A-5 EXTERIOR ELEVATIONS A-6 WALL SECTIONS 4-6.1 BUILDING SECTIONS A-71 DETAILS A-0 INTERIOR ELEVATIONS A-9 TOILET DETAILS / SCHEDULES A-10 INTERIOR DETAILS A-11 INTERIOR DETAILS A-12 LOW VOLTAGE WIRING A-13 LOADING DOCK DETAILS A-14 MERCHANDI&ING PLAN CIVIL I. COVER SHEET 2. GENERAL NOTES 3, BOUNDARY 4 TOPOGRAPHIC SURVEY 4. DEMOLITION PLAN 5. SITE PLAN 0. PAVING, GRADING, 4 DRAINAGE PLAN 7. UTILITY PLAN 8 LIFT STATION L - I LANDSCAPE PLAN 10, MISCELLANEOUS DETAILS IR -I IRRIGATION PLAN IR -2 IRRIGATION PLAN IR -3 IRRIGATION PLAN IR -4 IRRIGATION PLAN E - I L IGHT INC, PLAN E-2 POWER PLAN A/C AIR CONDITIONING ADJ ADJACENT AFF ABOVE FINISHED FLOOR ALUM ALUMINUM BRD BOARD BLK BLOCK C.J. CONTROL JOINT C L G CEILING CMU CONCRETE MASONRY UNIT Co CLEAN OUT COL COLUMN CONC CONCRETE CONT CONTINUOUS CW COLD WATER DTL. DETAIL DISC DISCONNECT DS DOWN SPOUT DWG(6) DRAWING(5) E IFS EXTERIOR INSULATION SURF FIN 15H SYSTEM ELEV ELEVATION EXT EXTERIOR EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FIN FINI&H(ED) FLR FLOOR GYP GYP&UM HDWE HARDWARE HM HOLLOW METAL HT HE IGHT HVAC HEATING, VENTILATING d WWF AIR CONDITIONING HW HOT WATER INSUL INSULATION INT INTERIOR LAv LAVATORY LL LIVE LOAD LT LIGHTING PA -1 DRYVIT-E.F.I.S. PA -2 KAWNEER STOREFRONT WINDOWS PA -3 STAR BUILDING 5Y5TEM5-METAL ROOF PA -4 STANLEY EXTERIOR ENTRY DOOR PA -5 OVERHEAD DOOR PA5.1 OVERHEAD DOOR PA -6 KAWNEER STOREFRONT DOORS MATL MATERIAL MAX MAXIMUM MFG MANUFACTURER MGR MANAGER MIN MINIMUM MI&C MISCELLANEOUS OC ON CENTER OH OVERHEAD PSF POUNDS PER SQUARE FOOT P51 POUNDS PER SQUARE INCH REG REGULAR (STANDARD) RE INF REINFORCING RO ROUGH OPENING 5CHED SCHEDULE 5EC SECURITY 5H SINGLE HUNG 5HT SHEET SIM SIMILAR &PEC(S) SPECIFICATION(5) SPF SPLIT FACE BLOCK STD STANDARD &TL STEEL &TOR STORAGE SURF SURFACE &USP SUSPENDED SVC &ERvICE &W SWITCH TOM TOP OF MASONRY TYP TYPICAL UR URINAL VERT VERTICAL VTR VENT THROUGH ROOF WC WATER CLOSET WD WOOD WOH WINDOW OPENING HEIGHT WWF WELDED WIRE FABRIC rt F REVIEWED By: ` Sanford Fire Pr v Div. Dd e. . LOCATION 1-144 NOT TO SCALE PROJ�C�: Badcock I1OMC' FURNITURE OWNER:/ DEALER: KENDALL EVARHART XXX XXX OFFICE PLANS RE" t FD Clty OF SAWO RD PERMITS ��34 ARCHITECT DAVID H. WULFF, ARCHITECT, INC. P.O. BOX 1511, LAKELAND, FL 338,x7 (8(,3) 648-9811 FAX (8(o3) 648-0136 BOGG& 4 BUTCHER ENGINEERING, LLC. 110 W. Reynolds Street, Suite 1,x9 Plant City, Florida 33563 813.759.1BBE(1223) 813.154.1581 Fax Boggs �butcher�b-ben�.com CONTRACTOR CHAPMAN'S CONSTRUCT ION CO. 184 E. Interlake Blvd, Lake Pli-,Icid, FL 33852 (863) 4(05-9135 (863) 465-5821 FLO M BUILDING CGDE, 2001 DES'GN PRESSURES FOR OPENINGS I vppsa)m t 61 BUILDING DATA °'��•W� 10R PERMIT OS -31 - OB I NFCF401A ION 1NindVeloctty (mph) GCompany C.arnd H 4'`'+Itt.4rcf?tici Importance Factor I dl' a,� Prepared By Pitrtr4 Par nn Exposure Category Er , STRUCTURE5 Client Name C 11jCU6, more Internal Pressure Coefficient ± i 16 r"'�/fes ��,� INT�ftNATIONALLLC Job Description r•� stntc Mean Roof Haight (ft)!{ , Ridding i Building Width (ft) IFj0" Building Length (ft) Roo/slope Rx;12) w - �Z m Job Number 0•1-1t't WALL OPENINGS FirGivltt3 z:lE: Width of Edge Strip (a) In feet- 6 C'0jcgr-Elri, 2002. suxv tore, anternalurua , LLC: ISSUED 10R PERMIT OS -31 - ISSUED �'RELIM. ISSUED ; n;HTING XX/XX/XX REMSIOt,'. QtXXY. MIMI rr�aD M v - - - - �.../r") PO75 Cz Q w - �Z m • w �Q a L6 ino Z �L he 0 0 x 00 r m y L,.. of Q� M r1 02 C� z +� X W z V) X �:D I' FirGivltt3 z:lE: Width of Edge Strip (a) In feet- 6 C'0jcgr-Elri, 2002. suxv tore, anternalurua , LLC: ISSUED 10R PERMIT OS -31 - ISSUED �'RELIM. ISSUED ; n;HTING XX/XX/XX REMSIOt,'. QtXXY. X/XX/XX/ DESIGN ".: i,RAWING APPROVALS LiSTORE U' SIGN & CONSTRUCTION DATE: MERCIIAIJ RISING DATE: F� DEALEI' u DATE, Pl-m,JECT N0. 04-102 C (,AWING A s sw� \ 1_OF 26 E W rn M Q rr�aD M v - - - - �.../r") PO75 Cz Q w - �Z m • w �Q a L6 ino Z �L he 0 0 x 00 r m y L,.. of Q� M r1 02 C� z +� X W z V) X �:D I' Pl-m,JECT N0. 04-102 C (,AWING A s sw� \ 1_OF 26 E W rn M a I . rr�aD M v - - - - �.../r") PO75 w - �Z m • �Q O .= Q �L ~ o Z � x 00 r m rim C Q� M r1 02 C� Pl-m,JECT N0. 04-102 C (,AWING A s sw� \ 1_OF 26 SITE DATA 10.14' 8.26' 1. SITE ADDRESS TO TE TO BLDG RI-111Sms 60' 100' 20' 51' \ 82' " 288.11''10 TRASH ENCLOSURE TO BLDG TO BLDG TO WALL TO POND 0 POND 0' 40' sot ` Dcx�eLE txt4 \ 751. l' TbAsu OWN rum � . t I " 2. GROSS SITE AREA iI vvN w w w �� w w w w w`w w w w w w w w w w w w w .. w w w w w♦ \ 1 \` \ ....------�,--�'-_ .---._—.---- -�--•----------------- -- — o�,•�;--�------------------, �� ♦ 4. ounr PAVE" W � � ♦ 5. � I LL' DEIJVERY ♦ � � d. Q ♦ � \gyp � so. ♦ ; o' PARI O J - w 9 - Tr r>� Lom" SPAa . ��,. O 6. �P N T1fPE 'D" SPAOE�S Rio - I, >' :- \ cP♦ v'. 7. 40' C 0 N C DOCK -0 Ct 1120,000 S.F. ONE STORY OX \R5(\ R30' - R5' QRETAIL CENTER � �. '�---------T ------------------------ ©_i- ;II' F.F. 43.25 20 30 20 ;, 5 160' 20 RETENTION POND - 2 HIMM�K`.AP PARKMiO VAM wwCciw RAMP ` LAKE M I N N i E ♦ w� �, `� -- -- ----- _ OONpiETE O Ew" (TTP) \ d' L4NDOCAPE AREA d , s C C Km♦ ` v` ♦� - ` \ �`♦ i \ \=- 10 '?' '- �--I YARD Lla�'T( W) , BALI' w -eEE i ` i>/>i riOONCRETE MIEEL NN} • C (� \ \ \ i '► .'►. `` �, R 1" oma. s TOP (TVP) \\ ,, n� •\, ,• ••.. — ` ail ,,I i O r ._ .- \� "9 `1 ` n •..- `sm r ,.-� .... _ +w moi— +�_w_�yr�-� wi I'•7�- u— — — _-..... wry w +W�._ 38.2 r r — ... r r — — '-� — — ° , ff i. 4 __ o .' eul.ol�Iri — — "- 357.25 �\ rW �� •'► '"- — — — -- — — — s�T� W — — — — -- --- _ _ ........ — -_ — . r — �", 2 7.7' t� N 2 5 4 6 3 0 E — --- 144.64 t` ":, t _ ■r wmr�\ .� � UIIi�eCAf1E 9lS'f1ER �t -'1Z' SIGN SETaKMt "+iinimi 00 ... _ .. _ w ISM IA �w 111 �TT� . . . 1 w w w w -w w w w w w w w w r w =memo _ _ n n n —57 19 57 ?=7'40'03" --__ _ _ _ R= 149.78' R=281 4.7 9' L=149.88' L=376.68' ` CB=N62'06'32"E CB=N29°36'32"E _ CH= 143.70' CH=376.40' ORLANDO BOULEVARD / US 17/92 - 8" 6" 2"R �— JOINT SEAL -- _ 00 i 3/4"R i CONIC PAVEMENT 1/2" EXP JOINT AND I I PREFORMED JOINT FILLER TYPE "D" CURB LEGEND WP TYPICAL. H/C HANDICAP R RADIUS R/'MY R1GWT--Or—WAY 0.10% TRAFFIC FLOW SF (IFIFOI'RMUAT'KWL ONLY) 00 AREA LKW L� HANDIICAP PARIONGi SF PROPOSED CURB 1951,510 PROPERTY UNE _-- - - ___-- CENTER UNE MALL BE PROVIDED BY: FOGHT-OF-WAY DOSTIING EDGE OF PAVEMENT w PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT Mo PROPOSED ASPHALT PAVEMENT SITE PLAN NOTES: DIIMENSIIONS r M TO FXX OF CURB. BUMNO DUMM ARETO OF - 1 c COPING IMPROVEMENTS SHOWNa FROM BOUNDARY & T• • • r• Ra- •Lar BY -.. SURVEYIING, DA10 1 3. BUILDING AND SOEK4X DIMENSIIIONS ARE TO OUTSIDE EDGE OF 4. ALL a. TO THE PROPERTY BASED ON BOUNDARY •••f' 5. ALL CURB RADIUS ARE 3' UNLESS OTHERWISE • a1 r. ASPHALT LS -GRADE ASPHALT 1 " TYPE S -III ASPHALTIC CONCRETE SURFACE COURSE BASE 4" LIMEROCK LBR 100 COMPACTED TO 98% OF AASHTO T-180 SUB -GRADE 6" COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 TYPICAL PAVEMENT SECTION CONCRETE SUB -GRADE CONCRETE 6" THICK 3,000 PSI WITH NYCON NYLON - 6 FIBERS & LAMBERT RB -64 CURING COMPOUND. SUB -GRADE 8" COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 TYPICAL CONCRETE PAVEMENT SECTION ASPHALT ------------- ----------------- --�--��____ FBAS E� L SUB -GRADE J ASPHALT 3" TYPE S -III ASPHALTIC CONCRETE SURFACE COURSE BASE 6" LIMEROCK LBR 100 COMPACTED TO 98% OF AASHTO T-180 SUB -GRADE 12" COMPACTED SUB -GRADE LBR 20 COMPACTED TO 98% AASHTO T-180 HEAVY-DUTY PAVEMENT SECTION I 5/8" OR 3/, NO 4 BARS, 18" LONG (TWO PER GUARD) 5" R=2 CAST OR RUBBED CONCRETE WHEEL STOP 12' S' — 1� PARKN�K3 BY DIBAB -M PEFUT ONLY co N ow Fm GlAo PLA BTATI� •II1D•7 "�'-4" WIDE WHITE DIAGONAL LINES AT 12" O.C. H B B H U U I ALL PAINT FOR PARKING LOT E E E E STOP BAR, HANDICAP, STALLS, ETC. SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPEC - 4" 4" 4" 4" IFICATIONS FOR ROAD AND 2" 2 BRIDGE CONSTRUCTION 1991, SECTION 971 PAINT MATERIALS. HANDICAP STRIPING DETAIL 3" 10. ORLANDO BOULEVARD(17/92) do LAKE MINNIE DR SANFORDI, SEMINOLE COUNTY, FL 195.510 SF 4.48 AC 134,687 SF 3.09 AC (ABOVE 38.2 CONTOUR) OCZ OC2 VACANT FURNITURE STORE 25 FT 20 FT 20 FT 15 IFT 10 FT 10 FT 41,667 SF 21.31% PARKIING DATA: SF 13 % 34 S F 7 73 % 196 SF 0.10% 2,857 SF 1.46% 7ZO20 SF 38AU 123,400 SF 63.17% 1951,510 SF 100.00% 0.139 MALL BE PROVIDED BY: CITY OF SANFORD—UTILITY DEPT. PARKIING DATA: iii PETAIL S I MARGE 00006) — 3 SPACES PER 1000 SF PARKING RE)QIRRED: RETAIL STORE — 20000 SF/1000 SF X 3 TOTAL PARKING SPACES REQUIRED • 82 SPACES TOTAL PARKING SPACES PROVIDED In 92 SPACES VMMES WATER SERVICE r: M _ MAIL BE PROVIDED BY: CITY OF SANFORD—UTILITY DEPT. 0 CONTACT NAME: RICK BLAKE 300 N. PARK AVE a� SANFORD. FL 32771 SEWER SERVICE PH# (407) 330—MM MALL BE PROVIDED BY: CITY OF SANFORD—UTILITY DEPT. CON'TAC'T NAME: RICK BLAKE w 300 N. PARK AVE SANFORD, FL 32771 Mo (407) 330-5609 SERVICE ELWlTOCMALL BE PROVIDED BY: FLORIDA POWER CORP. U CONTACT NAME: WAYNE WAGNER W w 2626 W. SR. 48 ^, SANFORD, FL 32771 cj PH# (407) 328-1938 TELEPHONE SERVICE WILL BE PROVIDED BY: BELL SOUTH CORPORATION V)LL CONTACT NAME: NICK FERRIS 500 NORTH ORANGE AVE—RMI 360 00 ORLMDO, FL 32801 PH# (407) 237-30e2 GAS SERVICE MALL BE PROVIDED BY: FL GAS TRANSMIISSION 601 S. LAKE DESTINY RD. #4450 � M AITLAID, FL 32751 CABLE SERVICE PH# (407) 875-1554 MALL BE PROVIDED BY: BROff HOUSE NETWORK � CONTACT NAME: ,SIEPHAME 2619 S. FRENCH AVE SANFORD, FL 32773 PH/ (407) 645-4701 FLOOD ZONE THIS PROPERTY UES WITHIN FLOOD ZONE 'AE' & "X' AS DEPICTED ON FEMA FLOOD BISURANCE RATE MAP NO. 12511700045 E DATED APRIL 17, 1995. N OWNER W.S. BADCOCK CORPORATION 200 PHOSPHATE BLVD. MULBERRY, FL 33860 THERE ARE NO ENVIRONMENTALLY SENSRTVE AREAS ON THIS SITE. ALL MECHANICAL EQUIPMENT SHALL BE SCsiEENED IN ACCORDANCE WITH SEM9NOLE COUNTY REQUI BUILDING HEIGHT' TRASH ENCLOSURE H EK*ff _ X) ■ ' CONSTRUCTION RETAIL STORE - � I U. �..� ,r-•-- 0 W ,Ct W (� 0 oC O 's w OinWv) LL Z. � 0 Z O U. O z Q cn w:II Q �- cin iii �� 7 m O 0 (n m Lr) M U Q r: M _ 0 0 v� a� �Lo (Dul d' 0 w r C� Mo Lr) 6z U W w ^, cj �✓ V)LL 00 � n O � N U � U. �..� ,r-•-- 0 W ,Ct W (� 0 oC O 's w OinWv) LL Z. � 0 Z O U. O z Q cn w:II Q �- cin � H ("NC o �� 7 m m z�� Q Ca o 0 (n m w Q 0 0 v� �Lo (Dul 0 Mo 6z W w cj V)LL DRAWING N0: 4090 DRAWING TITLE: SITE PLAN SHEE1 N0:2 OF 26 ST -1 Gr w N w Q_' F- 0 ry J J Q 0 i� DO 0 LLJw w m 1.0 GENFEFAL NOTES 1.1 THE INTENTION OF THESE SPECIFICATIONS AND ASSOCIATED DRAWINGS 40 GUARANTEE TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISHED 4.1 ALL WORK INCLUDING ALL MATERIALS, EQUIPMENT AND LABOR SHALL AND INSTALLED COMPLETE AND READY FOR USE." BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR 1.2 IT 15 THE INTENT OF THIS CONTRACT TO DELIVER TO THE OWNER A BEGINNING WITH THE DATE OF COMPLETION. ANY DEFECTIVE WORK OR MATERIAL "LIKE NEW" PROJECT ONCE WORK 15 COMPLETE. ALTHOUGH PLANS AND SHALL BE REPAIRED AT NO COST TO THE OWNER IF OCCURRING DURING AND SPECIFICATIONS ARE COMPLETE TO THE GREATEST EXTENT POSSIBLE, IT SHALL THE GUARANTEE PERIOD. THE EFFECTIVE DATE OF COMPLETION BE THE RESPONSIBILITY OF THE CONTRACTORS INVOLVED TO REMOVE AND/OR OF WORK SHALL BE THE DATE OF THE CERTIFICATE OF OCCUPANCY. RELOCATE OR REATTACH ANY EXISTING OR NEW SYSTEMS WHICH INTERFERE WITH NEW EQUIPMENT OR MATERIALS TO BE INSTALLED BY 4.2 ALL NEW HVAC COMPRESSORS SHALL BEAR THE STANDARD MANUFACTURER'S OTHER TRADES WITHOUT ADDITIONAL COST TO THE OWNER FIVE(5) YEAR WARRANTY. 1.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY PERMITS 50 5AFE.. I AND RELATED FEES FOR TH15 PROJECT. 5.1 GENERAL CONTRACTOR SHALL ENSURE THE WORK EXECUTED OR PERFORMED 1.4 CONTRACTOR 15 RESPONSIBLE FOR PROVIDING; ALL MATERIALS, LABOR, ON THE PROJECT SITE SHALL BE WITHIN ALL PUBLISHED FEDERAL AND TOOLS, AND EQUIPMENT. STATE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION GUIDELINES. 1.5 CONTRACTOR SHALL BE PROPERLY LICENSED AS REQUIRED BY LOCAL MUNICIPALITIES AND THE STATE OF FLORIDA. 1.6 THE EQUIPMENT ROUGH-IN5 A5 SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE, HOWEVER, IN SOME INSTANCES THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT 15 SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE FOR THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY 5U56EQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. I.7 ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE OWNER SHALL BE CAUSE FOR THE REJECTION OF MATERIALS AND/OR METHODS AND ANY COST INCURRED TO CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE OWNER SHALL BE BORN BY THE CONTRACTOR. 1.8 WHERE NAMED PRODUCTS, MATERIALS OR METHODS ARE ACCOMPANIED BY "OR EQUAL" OR OTHER LANGUAGE OF THE SAME EFFECT, CONTRACTOR'S REQUESTS TO USE UNNAMED PRODUCTS, MATERIALS OR METHODS ARE CON5IDI=RED REQUESTS OF 5U55TITUTIONS AND ARE SUBJECT TO REVIEW BY THE OWNER. ALL PERTINENT INFORMATION, DATA, LITERATURE, SAMPLES, ETC., MUST BE SUBMITTED AND APPROVED PRIOR TO USE OR INSTALLATION. THE CONTRACTOR 15 RESPONSIBLE FOR DELAYS, REPAIRS, AND REPLACEMENT COSTS FOR ANY UNAUTHORIZED SUBSTITUTIONS. 1.9 ALL MATERIAL, EQUIPMENT AND APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1.10 PROVIDE ALL EXCAVATION AND TAMP -BACKFILL AS REQUIRED TO COMPLETE WORK, CORRECT ANY SETTLING DURING GUARANTEE PERIOD TO OWNER'S SATISFACTION. 1.11 CONTRACTOR SHALL REPAIR ALL OFENING5 LEFT DUE TO EQUIPMENT, MATERIAL, ETC. REMOVAL. 1.12 CONTRACTOR AND SUBCONTRACTORS SHALL MAINTAIN A CERTIFICATE OF INSURANCE FOR WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE TO THE LIMITS REQUIRED BY LAW FOR THE DURATION OF THE PROJECT, 1.13 CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE PROJECT AND FOR THE DISCIPLINE OF ALL WORKERS ON THE PROJECT. ALL MATERIALS EQUIPMENT, FIXTURES, AND FINISHES SUPPLIED BY THE Cll'NER SHALL BE INVENTORIED AND ACCOUNTABLE TO THE CONTRACTOR. !-058 BY THEFT OR NEGLIGENCE AND/OR DAMAGE WHICH SHALL BE CAUSE FOR REPLACEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 114 EACH TRADE WILL BE RESPONSIBLE FOR KNOWLEDGE OF THE GENERAL NOTES WITHIN THE CONSTRUCTION DOCUMENTS. 1.15 PORTABLE TOILETS SHALL BE PROVIDED BY THE CONTRACTOR FOR USE BY ALL WORKMEN. 2.0 DiRALUING5 AND 5FECIFICATIONS 2.1 THE DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE THE GENERAL ARRANGEMENT OF THE SYSTEMS AND ARE TO BE FOLLOWED INSOFAR AS POSSIBLE. IF DEVIATIONS FROM THE LAYOUT ARE NECESSITATED BY FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACT DRAWINGS ARE NOT INTENDED TO SHOW EVERY VERTICAL OR HORIZONTAL OFFSET OR DETAIL WHICH MAY BE NECESSARY TO COMPLETE THE WORK CONTRACTORS SHALL, HOWEVER, ANTICIPATE THAT ADDITIONAL OFFSETS MAY BE REQUIRED AND SUBMIT THEIR BID ACCORDINGLY. 2.2 THE CONTRACTOR SHALL MAKE ALL HIS OWN MEASUREMENTS IN THE FIELD AND SHALL BE RESPONSIBLE FOR CORRECT FITTING. HE SHALL COORDINATE ALL WORK TO CAUSE A MINIMUM OF CONFLICT OR DELAY. 2.3 THE CONTRACTOR SHALL REVIEW ALL OTHER DRAWINGS IN DETAIL A5 THEY MAY RELATE TO HIS WORK. REVIEW ALL DRAWINGS FOR GENERAL COORDINATION OF WORK, RESPONSIBILITIES, CEILING CLEARANCES, WALL PENETRATION POINTS, CHASE ACCE55, FIXTURE ELEVATIONS, ELECTRICAL REQUIREMENTS, ETC. MAKE ANY PERTINENT COMMENTS TO THE OWNER'S REPRESENTATIVE. 2.4 CONTRACTOR SHALL INSURE THAT ANY DEvIATIONS FROM THE DESIGN ARE RECORDED ON THE AS -BUILT DRAWINGS ON A DAILY BASIS, PAY PARTICULAR ATTENTION TO THE LOCATION OF UNDER FLOOR SERVICE LINES, MAIN SWITCHES AND OTHER APPURTENANCES IMPORTANT TO THE MAINTENANCE AND SAFETY OF THE ELECTRICAL SYSTEM. ONE SET OF A5-15UILT DRAWINGS SHALL BE DELIVERED TO THE OWNER UPON SUBSTANTIAL COMPLETION OF THE PROJECT. COMPLIANCE SHALL BE A CONTINGENCY OF FINAL PAYMENT. 2.5 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL THE DIMENSIONS IN THE DRAWINGS AND ADVISING THE OWNERS REPRESENTATIVE AND PROJECT ARCHITECT OF ANY DIFFERENCES IN DIMENSIONS BETWEEN DRAWINGS PRIOR TO COMMENCING CONSTRUCTION. 3,0 FEXAMINATION 0� SITE 3.1 ALL CONTRACTORS SHALL V151T THE SITE AND ACQUAINT THEMSELVES WITH EXISTING CONDITIONS PRIOR TO BID DATE, 3.2 THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIE5 ENCOUNTERED WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. CONTRACTOR SHALL ACCEPT CONDITIONS AS THEY EX15T ON BID DATE. (o.0 t-14INTENANGE 6.1 CONTRACTOR 13 RESPONSIBLE FOR THE TURNOVER OF ALL OF THE BUILDING'S KEYS TO THE OWNER. 62 KEYS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: EXTERIOR DOORS, PANIC HARDWARE, ELECTRONICS CAGE, CASH DRAWERS, OFFICE DOORS, ALL OTHER INTERIOR DOORS, DISTRIBUTION PANELS, AND PADLOCKS. 6.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMONSTRATING THE LOCATION AND OPERATION OF ALL ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS TO THE OWNER'S DESIGNATED REPRESENTATIVE, SUCH SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: ALL LIGHTING, DISTRIBUTION PANELS ELECTRICAL PANELS, DISCONNECTS, THERMOSTATS, HVAC MANUAL CONTROL DAMPERS, CUT-OUTS, CLEAN OUTS, AND CONTROLS. fRE5F0N51E31L1T1' SCHEDULE NOTE: THIS LISTING IS FOR GENERAL REFERENCE ONLY. REFER TO THE DRAWINGS AND SPECIFICATIONS FOR ANY DEVIATIONS OR MODIFICATIONS TO THIS LIST. ANY MATERIALS SHOWN ON THE CONTRACT DOCUMENTS AND NOT SPECIFICALLY INDICATED ON THIS L15T SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR ITEM MATERIALS MATERIALS, NOTES SUPPLIED BY INSTALLED BY • so NEW FLUORESCENT pLUNER CONTRACTOR � w L" LIGHT FIXTURES Y 0 NEW TRACK LIGHTS OWNER CONTRACTOR WIREMOLD CONTRACTOR CONTRACTOR z 0 CARPET, VCT, OWNER .. CERAMIC TILE, BASE CONTRACTOR FLOOR PREP CONTRACTOR CONTRACTOR CASEWORK (SERVICE pER Imo-, INSTALLATION INCLUDES ELECT. COUNTER, CREDENZA) CONTRACTOR INSIDE CASEWORK INSTALLATION INCLUDES ELECT. STORE FIXTURES IN OWNER CONTRACTOR ON FIXTURES - SEE ELECT, DWG5 ELECTRONICS AREA CABLE SYSTEM BY G.C. WOOD TRIM (EXCLUDING OWNER CONTRACTOR DOOR TRIM) to PLASTIC LAMINATE CAPS ON LOW WALLS CONTRACTOR CONTRACTOR AT COUNTER AREA EXTERIOR SIGN ON OWNER BUILDING • nL .: CONTRACTOR SECURITY SYSTEM OWNER OWNER PLASTIC LAMINATE ON WORK STATION CONTRACTOR CONTRACTOR COUNTER t IN OFFICE ® EXIT LIGHTS m EMERGENCY LIGHTING Coo EMERGENCY LIGHTING O FIRE EXTINGUISHER LIFE 5AFET"r FLAN SCALE 1"-20'-0" NOTES: I PROVIDE TOTAL OF (8) FIRE EXTINGUISHERS -- LOCATE AS SHOWN ON PLANS AND AS DIRECTED BY FIRE MARSHAL ISSUED FI)R PERMIT 05 -31 - ISSUED PRELIM. ISSUED: HGHTING XX/XX/XX REVISIOH A , • XXXX X/XX/XX/ DESIGN . bRAWING APPROVALS f� STORE DESIGN & CONSTRUCTION LJ DATE: ❑MERCHANDISING DATE: __ n DEALER l� DATE: ■ 111111RIl1■111iiii:iiiiiif NNII��■iiia 11 ■ ■I moil alsaeii a �•.�-- em i=i1 ■ a • so Ix 0 � w L" z Y 0 t — LL.. •• < X L45 z 0 xo .. Imo-, O ■ 111111RIl1■111iiii:iiiiiif NNII��■iiia 11 ■ ■I moil alsaeii INS '1111 � �•.�-- em i=i1 ■ .. toi to • ■ • nL .: P[`(,JECT N0. 0-4-102 L;I,'AWING 4-2 SHEE T -3—OF 2& w LLJ 2 0 0' J J Q Q ry r n_ 0 U 0 m a J U a- m m Q D- 0 rLvvre, t-' �-,4N SCALE 1/8"=I'-011 ro GENERAL NOTES � J FLOOF, FLAN NOTE 5 ID ELECT. Eauif-MENT SUPPLIED BY OWNER, INSTALLED BY G.C. O CARPET, TILE, CERAMIC TILE, BASE BY CONTRACTOR O STORE FIXTURES - SUPPLIED BY OWNER, INSTALLED BY G.G. ® ELECTRONICS AREA STORE FIXTURES FURNISHED BY OWNER AND ERECTED BY CONTRACTOR. ELECTRICAL TO BE INSTALLED BY CONTRACTOR (SEE SHEET A-13) O5 SERVICE COUNTER 4 CREDENZA SUPPLIED BY OWNER - INSTALLED BY G.C. O FURR OUT WALL AROUND COLUMN A5 REQUIRED TO CEILING. 1/2" DRYWALL 1/2" DRYWALL 3-1/2" MET. STUDS 6 16" O.C. T�'f=ICAL FAfRTITION WALL 1/2" DRYWALL R-13 INSULATION 1/2" DRYWALL 3-1/2" MET. STUDS 1(" O.C. 7rFICAL NEW INTERIOR' WALL 1/2" PLYWOOD(FAINTED) R-13 INSULATION V-0" HEIGHT 1/2" DRYWALL 3-1/2" MET, STUDS ID WAREHOUSE T�rf=ICAL NEW INTEF�1,IOF; WALL 2 "x4" STUDS CHAIN LINK FENCE ELECTfRONICS CAGE 8" MAS. 1/2" DRYWAI 3/4" PT FURRING INTERIOf 3/4" STUCCO OVER WIRE MESH EXTERIOR T�*'i=ICAL EXTEF;'10F� WALL 8" MAS. BLOCK PAINTEI �L•i�ZAC 3/4" STUCCO OVER WIRE MESH EXTERIOR T'* FICAL EXTEi;P,IOFP,, WALL ISSUED PRELIM, ISSUED LIGHTING XX/XX/XX REVISIOf,)' A ;-XXXX X/XX/XX/ DESIGN >RAWING APPROVALS ❑STORE I,f SIGN & CONSTRUCTION DATE: __/__ MERCHAHL)ISING DATE: DEA' - - /--�-- leg w PI-'! .JECT NO. 1.)i?AWING 14-3 SHE;: 1 4 OF 2(o - E ---. Q _. ~t`� M o = '00 Q 0 a LA. U Z E o 0 w LA..r •• ciz z W .Hr X Z 0 x _ ...,. 30, ,'•• I u T �m v u to ::D- '�'�YSigaY'tt22� -1� , W O PI-'! .JECT NO. 1.)i?AWING 14-3 SHE;: 1 4 OF 2(o - E ---. W Un 0 _. ~t`� M o = '00 a E w - 0 -. o N _ ►—,x00Z C) I u T �m v u to < M PI-'! .JECT NO. 1.)i?AWING 14-3 SHE;: 1 4 OF 2(o a w ry W in W Lo Qf J J Q u o_ 0 U ur) 0 0 N i I 0 w Q c� v� a J FEFLECTED CE IL INC. FLAN SCALE 1/8" = I'-0" GENERAL NOTES 1. ALL NEW LIGHTING CIRCUITS SHALL BE THE RESPONSIBILITY OF THE LIGHTING SUBCONTRACTOR FLAN NOTE& O NEW LIGHT FIXTURE ON PORTICO ENTRANCE COLUMNS WALL MOUNTED tv 8'-0" AFF TO CENTER LIGHTS SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. 20 NEW RECESSED LIGHT FIXTURE (BY CONTRACTOR) 0 24" x 24" ACCESS PATCH W/ LOCK - FIELD LOCATE. ® TRACK LIGHT TO BE INSTALLED ON A TIMER CIRCUIT TRACK LIGHTS ON DIMMER SWITCHES - CONTROL a " L" WALL IN SLEEP SHOP O6 2x4 PARABOLIC LIGHTS ON SWITCH - CONTROL 6 " L" WALL SHOWN O VERIFY EXACT LOCATION OF CEILING GRID - 2 LIGHTS IN THIS AREA ARE TO BE CENTERED OVER GONDOLA �g FOR APPROX. LOCATION OF HANGING SIGNS SEE BADCOCK SPECS FOR DETAILS. (9 COORDINATE LOCATIONS WITH A/C CONTRACTOR REFLECTED CEILING LEGEND MOO I■■ ■■■I■■:■■■■■ ■■■I OMNI OMNI Masi ■■■I ■� ISE - *I 4', S', TRACK LENGTHS (TYPICAL) SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR NEW 2' x 4' LIGHT FIXTURES, SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR LIGHT FIXTURE ON UN3WITCHED CIRCUITnow / NIGHT LIGHT 2'X4' ARMSTRONG "CORTETA SECOND LOOK II" 0 21(ol WHITE W/ 15/16" SCORING. SCORING CREATES 24"X24" PATTERN, ACOUSTICAL TILE 8' FLUORESCENT STRIP LIGHTS O RECE55ED LIGHT FIXTURE a SURFACE MOUNTED LIGHT ® EXIT LIGHT ® AIR SUPPLY GRILLE o 2' X 4' RETURN AIR GRILLE C� COMBINATION FAN -LIGHT l/� EMERGENCY LIGHT ooa EMERGENCY LIGHT 00 SPRINKLER HEADS - VERIFY EXACT LOCATIONS -(w, CEILING HEIGHT DESIGNATION ISSUED: I OR PERMIT 05 -31 - ISSUED. PRELIM. ISSUED: i.iGHTING XX/XX/XX REVISIOITI Q x "xxxx X/XX/XX/ DESIGN .°< DRAWING APPROVALS ❑STORE IN -SIGN & CONSTRUCTION DATE: __,. 'I--/— ❑MERCHArMISING DATE: DEALEP - DATE: --�-- il Pf',.,JECT NO, 04-102 111,:�z\WING -4 SHEi 1 �_OF 2� MOO I■■ ■■■I■■:■■■■■ ■■■I OMNI OMNI Masi ■■■I ■� ISE MMM■■OM 99 ■■■ ■■■■■■■■■■��■iiiiii ■■■■■■■■■■■■�■/I■■I ■■■■■■■■■■■■ ■�I■■I 9 a a 09 lx H ^ o C� z l/� he o�..✓ 00 U. . • ce • z !I x� z V) X in C W ��o 1 C) LjI 7�c c Y �►- MEN ■■■ r` Pf',.,JECT NO, 04-102 111,:�z\WING -4 SHEi 1 �_OF 2� MOO I■■ ■■■I■■:■■■■■ ■■■I OMNI OMNI Masi ■■■I ■� ISE MMM■■OM 99 ■■■ ■■■■■■■■■■��■iiiiii ■■■■■■■■■■■■�■/I■■I ■■■■■■■■■■■■ ■�I■■I 9 00 • C 1 LjI ■1 �►- MEN ■■■ r` ENO C) all ■O■ iii .... ■■■ .10 Pf',.,JECT NO, 04-102 111,:�z\WING -4 SHEi 1 �_OF 2� U H U LTJ s a r D_ 0 U 3 T a 52 m 0 3 L L) w u7 0 0 N I r� I u� 0 LLI I— a 0 n. F- V) Q J OPTIONAL REFLECTED CEILINGS PLAN SCALE 1/8" -- I'-0" OV GENERAL NOTES J I. ALL NEW LIGHTING CIRCUITS SHALL BE THE RESPON5I5ILITY OF THE LIGHTING SUBCONTRACTOR FLAN NOTE & O NEW LIGHT FIXTURE ON PORTICO ENTRANCE COLUMNS WALL MOUNTED v 6'-0" AFF TO CENTER LIGHTS SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR 20 NEW RECESSED LIGHT FIXTURE (BY CONTRACTOR) O3 24" x 24" ACCESS HATCH W/ LOCK - FIELD LOCATE. ® TRACK LIGHT TO BE INSTALLED ON A TIMER CIRCUIT TRACK LIGHTS ON DIMMER SWITCHES - CONTROL a " L" WALL IN SLEEP $HOP 0 2x4 PARABOLIC LIGHTS ON SWITCH - CONTROL om " L" WALL SHOWN O VERIFY EXACT LOCATION OF CEILING GRID - 2 LIGHTS IN THIS AREA ARE TO BE CENTERED OVER GONDOLA Og FOR APPROX. LOCATION OF HANGING SIGNS SEE BADCOCK SPECS FOR DETAILS. (i COORDINATE LOCATIONS WITH A/C CONTRACTOR LAY -IN ACOUSTIC TILE 8" "COMPASSO" TRIM BY USG. STOP "L" WALL AT/ THIS LOCATION _II � HATCH INDICATE "L" 6, WALL LAY -IN GYP. PANELS, PAI( 6" R-19 INSUL LAY -IN ACOUSTIC TILE I AA II PERIMETER WALL-._ FINISH FL IV -10" TO THE FACE OF "L" WALL 01 5ECTION TNRU TRA"' CEI!_ INCA A-14. SCALE 1/4"=I' -O" REFLECTED CEILING LEGEND [A ^SIGN & CONSTRUCTION R I R R 4',.5', TRACK LENGTHS (TYPICAL) SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR NEW 2' x 4' LIGHT FIXTURES. SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR LIGHT FIXTURE ON UNSWITCHED CIRCUIT / NIGHT LIGHT 2'X4' ARMSTRONG "CORTETA SECOND LOOK II" M 21(ol WHITE W/ 15/16" SCORING. SCORING CREATES 24"X24" PATTERN. ACOUSTICAL TILE • S' FLUORESCENT STRIP LIGHTS O RECESSED LIGHT FIXTURE V. ..1 SURFACE MOUNTED LIGHT ® EXIT LIGHT ® AIR SUPPLY GRILLE U 2' X 4' RETURN AIR GRILLE z COMBINATION FAN -LIGHT &A EMERGENCY LIGHT �a EMERGENCY LIGHT �Z � SPRINKLER HEADS - VERIFY EXACT LOCATIONS CEILING HEIGHT DESIGNATION ISSUED F )R PERMIT 05 -31 - ISSUED PRELIM. ISSUED LIGHTING XX/XX/XX REVISION5 Q x xxxx x/xx/XX/ DESIGN Ll,: >RAWING APPROVALS ❑STORE [A ^SIGN & CONSTRUCTION DATE: MERCHANDISING DATE: __ /__/__ DEALER: • naTF P[�(.JECT NO. � MA F-\ WI N G 4 =4.1 SHEET -0—OF 26 a a • o LA. a V. ..1 Z cow UMwv Y 0 0 U •• z iX 6 z V) is o �Z � • Y ` \ 1 ter. u�ssrs LLQ h Z 0 0_0 x 00 Q I m Jm � � • P[�(.JECT NO. � MA F-\ WI N G 4 =4.1 SHEET -0—OF 26 ° - cow UMwv ! L� E v �Z � • Y ` \ o h Z \ 0_0 x 00 Q I m Jm � � • O M Q�� P[�(.JECT NO. � MA F-\ WI N G 4 =4.1 SHEET -0—OF 26 0 w Ln w Of V) s c� J J Q U Z H LLJ U 2 U !Y Q L G S d C1 O O N z 0 r a- 0 U z 0 r m 0 Lij3 w w D_ U n r m z Q 0 DRYVIT CORNICE COLOR 0104 - DOVER SKY END COLUMN DRYVIT ---' COLOR 0102 - BRIGHT WHITE DRYVIT CORNICE ---`�! COLOR 0104 - DOVER SKY END COLUMN DRYVIT COLOR 0102 - BRIGHT WHITE DRYvIT COL, BASE COLOR 0104 - DOVER SK 3 STUCCO FINISH ON -� BUILDING FACE - SCORE LINE5 AT 2'-0" O.C. EACH WAY. DRYVIT COLOR 0104 - DOVER SKY 23'-0" AFF bk22'-2" AFF PARAPET BEYOND 5TUCCO FINISH -COLOR 0104 - DOVER SKY NEW RED CANOPY NEW ALUM. STOREFRONT- COLOR TOREFRONT_COLOR TO BE EQUAL TO VALSPAR 5L4A303 FLUROPON PREMIERE SPECIAL SAFETY RED BUILDING SIGN SUPPLIED BY OWNER, INSTALLED BY G.C. NOTE: "B" SIZE 15 36" TALL TOTAL SIGN 15 90.00 5GFT. 2 .......... PORTICO DRYVIT COLOR 0102 - BRIGHT WHITE I DRYVIT CORNICE COLOR 0104 - DOVER SKY 24'-9" AFF r1. Badcock HOM1J(7 F U NI�Tl V I III IN___j I -1-- 11 - ll� � I LIGHTS MTD. 8'-0" - NEW ALUM. DOORS A -B AFF TO CENTER OL OR TO BE EQUAL TO vAL5PAR SL4A303 FLUROPON PREMIERE SPECIAL SAFETY RED EPROM' ELEVATION SCALE 1/8' - I'-0" PORTICO BEYOND F;EAf. ELEVATION SCALE 1/8" =I'-0" METAL ROOF COLOR 0104 - DOVER SKY — NEW RED CANOPY NEW ALUM. STOREFRONT COLOR TO BE EQUAL TO vAL51PAR 5L4A303 FLUROPON PREMIERE SPECIAL SAFETY RED LOADING DOCK CANOPY PARAPET BEYOND STUCCO FINISH COLOR 1'104 - DOVER SKY b" X 4" L�VU)v *I -VU I I It IV UNL4:KUKCJ NL.) DRAINAGE (tYP). (SEE SITE PLAN) DRAINAGE ITYP). (SEE SITE PLAN) PAINTED -DOVER SKY PAINTED -DOVER SKY fRIGIT ELEVATION SCALE I/8" -I'-0" 3 END COLUMN DRYVIT _6 COLOR 0102 - BRIGHT WHITE DRYVIT CORNICE 23'-0" AFF COLOR 0104 - DOVER SKY STUCCO FINISH ON BUILDING FACE - SCORE LINES AT 2'-0" O.G. EACH WAY. DRYVIT COLOR 0104 - DOVER SKY L_t__t— I t__L_tY/4 1 IVI�I SCALE 1/8" -I'-0" I END COLUMN DRYVIT COLOR 0102 - BRIGHT WHITE DRYVIT CORNICE I COLOR "104 - DOVER SKY II 6. i- END COLUMN DRYVIT I COLOR •102 - BRIGHT WHITE DRYVIT COL. BASE COLOR 0104 - DOVER SKY LIGHT! AFF TC NEW COLUI FOF; NICO COl_Ur-IN DETAIL A-5 SCALE: 1/4" = I' 1 3/4" LIGHTS MTD. AFF TO CENTER 16" X 16" X 1 3/4" E.IF.S NEW STUCCO COLUMN 2 SECTION e L IG;HT A-5 5CALE: 3/4" = I' - EXTEfRlO}R FAINT 1=OfR1IULA5 ALL PAINT COLORS BASED ON SHERWIN WILLIAMS PAINT. UNLESS OTHERWISE NOTED BADCOCK 4 MORE DRYVIT 0102 BRIGHT WHITE: LOXON ACRYLIC COATING 424 W 351 - PER GALLON NI 8/32 Y3 2/32 4 1/64 BADGOGK 4 MORE DRYVIT 0104 DOVER SKY: LOXON ACRYLIC COATING 424 W 351 - PER GALLON BI 6/32 4 1/64 NI 30/32 R2 1/64 Y3 3/32 4 1/64 BADCOCK 4 MORE STOREFRONT RED: NEW EXTERIOR DOORS 4 WINDOWS COLOR TO BE EQUAL TO: VALSPAR SL4A303 FLUROPON PREMIERE SPECIAL SAFETY RED EXTERIOR ACCENTS LATEX GLO55 CHROMA BASE Y16 T54- PER GALLON R4 12oz 1/32 R3 4oz Y3 44/32 METAL PIPE BOLLARDS AND HAND RAILS: PRIMER - SHERWIN-WILLIAMS KEM KROMIK UNIVERSAL METAL PRIMER FINISH - SHERWIN-WILLIAMS D.T.M. ACRYLIC SAFETY YELLOW B66Y31 NOTE: DRYVIT FINISH TO BE QUARTZ TONE. NOTE: INSTALL DRYVIT SYSTEM BASE COAT REINFORCED WITH PANZER TO A HEIGHT OF 6 FT, PRIOR TO INSTALLATION OF STANDARD PLUS MESH. ISSUED: PRELIM. ISSUED LIiHTING XX/XX/XX REVISIO14S. Q xrxxxx x/Xx/Xx/ DESIGN il "RAWING APPROVALS STORE DESIGN & CONSTRUCTION ❑ DATE: __ __/— MERCHANDISING DATE: —/-- ❑DEALEF' DATE: __ w Li 00 - a • a °G E O � t: a Z w Y O 0 UM b U. 00 CA: z Vto • x / Z V/ XD LAJ ' r� �o • *--o><coo,m 'ym � m I� • O M � Q�C�' 00 - I- U Z • E � m r o � UM b • �M x Vto • LAJ - O _ o r� �o • *--o><coo,m 'ym � m I� • O M � Q�C�' PRUJECT N0. 04-102 CIRAWING 14—!� SHEF i -1-OF 26 METAL_ CAP E-LA5HING (2) 3%4" PT, PLYWOOD PAINT TO MATCH DOVER 51K1 \\ 5LOPE I" TO INTERIOR 8" BOND SEAM 611 METAL J015T5 { - 211 < - SKIM COAT PI�IASTER 21 �" PAINT - - 811 BOND PEAM - SINGLE PLY ROOFING , CONTINUE FLASHING UP 13ACK OF COLUMN PARAPET AND UP OVER CAP (UNDER MET, FLASHING) TO FRONT EDGE AND DCM 1 1/211 AT FRONT 3/411 J CUCCO ON UJIRE; LATH CL05URE FLA5HING STANDING SEAM METAL �ROOE a" CONCRETE�LocK. _ = _ - _ R -Ig BLDG INSUL FILLED CELLS UJ/ - (1) 15 10 32" O,C, 03TIk59VG/G 811 C,I.P• BEAM -- (4) 0& BARS —•__- METAL BUIL INC RECE55E(_) LIGN FIXTURE SUSPENDED A OUSTIC CEIL1�'+G. II METAL J0I5T5 R-30 Ld _ ISSUED PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS LLJ a"x16" CIF, `Fw3/4" STUCCO FIN1511 :.. CK W/ (5) to d #3 TIE5 z ON UJIF:E LA'r+I X, 11211 DRYUJALL ON 3/4" FURRING 5TRIP5 4• W/FL-FOIL INSUL, 01 1- �0" AFF. Ep _ I I RETUf?- N 5Tu(-_= AT----- _ - ETURN D)R� -WALL, AT r HEAD JAMBS `� <1 24X24 ACCESS 6 PANEL 4 > a METAL CAP FLASHING PAINT TO MATCH DOVER 5K UJ/ 2 LAYER5 3/4" PLYWOOD 5LOPE 1/2" TO INTERIOR 22'-2'' AEI;. _ tt X> ° 7_E F45TENER SCHEDULE SHEET A --I METAL CAP FLASHING PAINT TO MATCH DOVER SKY UJ/ 2 LAYER5 3/4" PLYWOOD SLOPE I/2" TO INTERIOR METAL WALL PANEL ON NAT CHANNELS (FASTENER C) ) „ SLIDING FLASHING CL05URE FLASHING >_ N> q �5�5ZR5ZRS2S?5�S 5N5tR5152�5�`u2S? - RIg INSUI-. 3/4" 5TUCCo FINI5H ON WIRE LATH - 211 tt m 8" CONCRETE F3LOCK-- FILLED CELLS W/ (U 05 /� 32" O.G. CANOFT UJ/ - ALUM. FRAME I CV �L_ DOUBLE 50ND 15EAM - RETURN STUCCO AT HEAP d JAMB5 a I MET L BUILDING R-30 INS( � pl_ 11 21-r < A_ Nil I SUSPENDED . \T CEILING NE ALUM.5TOREFRONT ,C LOR TO BE EaUAL Tc VA 5PAR 51_4A303 FLU I rOPON PREMIERE SF'I CIAL SAFETY RED I 1_ M. THRESHOLD SAFETI CLAS, TH 15 AREA m Z s CONC. SLAB �, c� � REINF. UJ/ FIBRE N CONCRETE 5L. CONC. 51DELUALK MESH ON GONG. SIDEWALK o MIL V15aUEEN ON COMPACTED FILL q , ,°e c EXP. JOINT CONC. FTG. EXP. JOINT e CONC. �. SEE STRUCTURAL 0., 0 5EE 5TRUCTUf _ D�T'AILs DETAILS I.� Ld 1 FOF�TICO WALL SECTION A-� SCA L 3/II IDTII 1—/ll : SCALE: /A 1 In <L S" BOND 13EAM5 Illi �i1G, r^n1.ITtf`Ilnl Ic, r=NF,) COLUI'IN SECT f ON SCALE= 3%" = I'-011 ENS COLU1�fN 5 (�T I CSN 5CALE: 3/4" ; 1'-0" ISSUED I f:OR PERMIT 05-31-0 ISSUED PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS Q `Fw3/4" STUCCO FIN1511 :.. z ON UJIF:E LA'r+I 11211 DRYUJALL ON 3/4" FURRING 5TRIP5 SII BOND BEAM - - ---f" W/FL-FOIL INSUL, RETUf?- N 5Tu(-_= AT----- Q - ETURN D)R� -WALL, AT r HEAD JAMBS `� EAP 4 JAME55 a HIM 45 REa'D STUCCO FIN15H `f� EALANT r COLUMN NEWLU 1. STOREFRONT EL . COLOF rO 5E EaUAL TO :. VALS AR SL 4A303 j FLUB F N F'REMIER'E SPE I L 5AFETY R1=D W W cx .211 CL , METAL CAP FLASHING PAINT TO MATCH DOVER 5K UJ/ 2 LAYER5 3/4" PLYWOOD 5LOPE 1/2" TO INTERIOR 22'-2'' AEI;. _ tt X> ° 7_E F45TENER SCHEDULE SHEET A --I METAL CAP FLASHING PAINT TO MATCH DOVER SKY UJ/ 2 LAYER5 3/4" PLYWOOD SLOPE I/2" TO INTERIOR METAL WALL PANEL ON NAT CHANNELS (FASTENER C) ) „ SLIDING FLASHING CL05URE FLASHING >_ N> q �5�5ZR5ZRS2S?5�S 5N5tR5152�5�`u2S? - RIg INSUI-. 3/4" 5TUCCo FINI5H ON WIRE LATH - 211 tt m 8" CONCRETE F3LOCK-- FILLED CELLS W/ (U 05 /� 32" O.G. CANOFT UJ/ - ALUM. FRAME I CV �L_ DOUBLE 50ND 15EAM - RETURN STUCCO AT HEAP d JAMB5 a I MET L BUILDING R-30 INS( � pl_ 11 21-r < A_ Nil I SUSPENDED . \T CEILING NE ALUM.5TOREFRONT ,C LOR TO BE EaUAL Tc VA 5PAR 51_4A303 FLU I rOPON PREMIERE SF'I CIAL SAFETY RED I 1_ M. THRESHOLD SAFETI CLAS, TH 15 AREA m Z s CONC. SLAB �, c� � REINF. UJ/ FIBRE N CONCRETE 5L. CONC. 51DELUALK MESH ON GONG. SIDEWALK o MIL V15aUEEN ON COMPACTED FILL q , ,°e c EXP. JOINT CONC. FTG. EXP. JOINT e CONC. �. SEE STRUCTURAL 0., 0 5EE 5TRUCTUf _ D�T'AILs DETAILS I.� Ld 1 FOF�TICO WALL SECTION A-� SCA L 3/II IDTII 1—/ll : SCALE: /A 1 In <L S" BOND 13EAM5 Illi �i1G, r^n1.ITtf`Ilnl Ic, r=NF,) COLUI'IN SECT f ON SCALE= 3%" = I'-011 ENS COLU1�fN 5 (�T I CSN 5CALE: 3/4" ; 1'-0" ISSUED I f:OR PERMIT 05-31-0 ISSUED PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS Q XxXXXX X/XX/XX/ DESIGN &yDRAWING APPROVALS on STORE DESIGN & CONSTRUCTION L I DATE: .. /--/-- MERCHANDISING DATE: DE�,Ler; DATE: v_ - LA L6 :a aw 0 Ld x (!j 0 t1m, owwgi ? pR�iiYdi 1 (y\ a'3S:kik' 1 �-4YFYH't:ii3e#� q �9f�pJ S�9SiLh h9ff% ("`�kihPJ 1 C.L.M. _ _ I I w H TF t t� u O Hf 1 � m -I A I I I 1 `✓rte c 'V JI X L_- r fCa v 1-�-i Ql vu y jr� h�• 1 ! - O to ro� PROJECT NO. 04-102 DRAWING A SHEET _3 OF 2(- _ �.� � 9 I I '. I _ _ --- - - - - L - - - - _ _ _ _ _ _ _ i � � --� ---- f 41� ALARM SYSTEM CONNECT TO FIRI; 5TROBE LIGHT I"1" 22 3011X45" CLEAR MIN. F - FLOOR SPACE - i� �.. CENTER I ST. T.P.- - - 42" G. ON FND OF < +« — \ j� FIXTURE I ' nj4 4511X 8, G- A l lI) `Y �----- ----- � ti\ L__.__ 3rJ" G. TP TP---{ Nva. H.C. FIXTU �FLOOR�AA�.- - 1 (2 ET ELEVATION SCALE: 3/811 = I'-OII 3m"x4a11 CLEAR MIN. 5�1'C"130L S FLOOR SPACE II 3 TOILET ELEVATION �jsSCALE: 3/811 = I'-011 5Tf?01=3>= LICzNT ROOP`i NO ROOM NAME CONNECT 5T FIREM -- MIRROR ALAf1`1 SYSTEM - BRADLEY MODEL '181 - I6'' X 36'1 LUA.L _ TP-- TOILET PAPER HOLDER - BRADLEY MODEL 5235 SURF. MTD. RENAF;1G5 TOILET PLAN PT- - PAPER TOWEL HOLDER - BRADLEY MODEL 250-15 10 ZN SD-- 504P DISPENSER - BRADLEY MODEL 15-15)o SC = WR-- WASTE RECEPTACLE - BRADLEY MODEL 359 FLUSH NOTE: PROVIPE BLOCKING IN WALL$ GB-- GRAB BAR - 1-1/211 DIA., 5.5, LOUVER OH FOR GRAL3 BARS •1 ACCESSORIES W/ SAFETY GRIP FINISH 4 HOLLOW CORE WOOD AS REOID CONCEALED MOUNTING, FLOOR COVERING / BASE EKY OU.NER F'1_01F:BING NOTES: 5ALE5 AREA = BI—FOLD 5N-- SANITARY NAPKIN DISPOSAL - BRADLEY 4191-15 SURF. MTD. HOLLOW METAL L FROVIDE VTR A$ REQ'D. CH-- COAT HOOK - BRADLEY MODEL 931 G = 2. ALL PLUMBING LINES TO FSE SCHEDULE 40 PVC. MOUNTED ON BACK OF DOOR = WOOD PLUMBING MATERIAL 5PECIFICATIONS: \jz I, DOMF5TIC HOT AND COLD WATER PIPING , SANITARY W45TE AND VENT AN51 GRADE 1, EQUAL To NORTON 03015F. PIPING SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT FITTINGS. EXIT DEVICES: RIM DEVICE, EaUAL TO YALE 2100 SERIES. - ELECTRONICS CONFORM TO A&TM STANDARDS. GLASS SAFETY ADA INTERNATIONAL S[TO FOR WOMENS AND MENS TOILETS 2. N5U1_ATION SHALL BE FLEXIBLE UNICELLULAR - SELF -SEAL ARMAFLEX 2000, 1" THICK SAFETY GLASS zo 7/8' HIGH RAISED LETTERS FOR MAIN HOT WATER PIPING FROM I" UP TO 2" SIZE, RUN OUTS NOT EXCEEDING 12' IN O t` 3/8' WIDE RAISED BORDER LENGTH SHALL BE 1/211 THICK FOR 1/21' TO 2' PIPE -- PROVIDE SHEET METAL $ADDLE5 II' -6" I$PLAY RACKS 6Y OUTER WITH 1/2' RADIUS CORNERS, AT EACH HANGER. 5C WOMEN 51 K RAISED BRAILLE DOTS, F -I: WATER CLOSET, BARRIER FREE - AMERICAN STANDARDCADET II NO, 3/a' 1/8' PLASTIC SHEET STOCK, WITH MATTE OR SATIN FINISH, 2216.110 FLOOR MOUNTED, 1-111 HIGH, TANK TYPE, VITREOUS CHINA, TYP COPY [INAWHITE BACKROBORDEUND. ELONGATED SIPHON ACTION BOWL, CLOSE COUPLED TANK, Uo GF -f=. s H.C. SIGN CENTOCO NO, 1500CC55 OPEN FRONT 5EAT L.E$5 COVER, 5TAINLE615 STEEL 3 3' -oil CHECK HINGE. 1/2" CIU, 211 VENT, 4" 5AN. A-9 SCALE 1' = 1' -0' CU5TOMFR 5ERVICI; `-, P-3 LAVATORY, BARRIER FREE - AMERCIAN STANDARD LUCERNE NO, 0355.012, Ltj 20XIa" VITREOUS CHINA, WALL HUNG, 4" CFNTFR5. PROVIDE FLOOR CARRIER LJ WITH CONCEALED ARf-15. DELTA NO. 511 IIFHDF CHROME FAUCET, 51NGLE In LEVER, 1/2 GfzN r1_CW RE5TICTOR, OFFSET GRID DRAIN A55EMBLY. cc TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR PROVIDE STOPS, n SUfPLIi*v, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION, INSULATE TRAP ~ AND SUPPLIES WITH TRUEBRo NO, 103 LAV GUARD. 1/2" CW, 1/211 HW, 211 VENT, 211 SAN. F < P-1 ELECTRIC WATER COOLER, BARRIER FREE - ELKAY NO, L:BFA-a, 5TAINLE55 5TEl L TOP, 115Y. MOUNT 3/6" A.F.F. FROM NOZZLE, PROVIDE FLOOR CARRIER, STOP, SUPPLY, TRAP, E-rc., TO MAKE A COMPLETE IN5TALLATION, lie' CW, 211 VENT, 2' 5AN, 1w CO: CLEAN OUT - ZUF'N 0�5-1444, POLISHED BRONZE ACCE55 COVER, DURA- C.1 COATED CAST IRON BODY. MATCH TO PIPE 51ZE. <Y �i u) -c: WALL cl.-EAN-OUJT - ZURN, "Z-1441, 5MOOTH STAINLESS 5TEEL AccE55 COVER, J DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. in U c:a -E ql-�II (r J U l' m 0 w } L1.1 W ct. rl U m I); NOTE: PLASTID LAMINATE A5�OOI I MANUFACTURED BY 1r, HEVAMAR - SIDEWALK o BISTRO 0 SD2-2T A-� SCALE: 3/8" - 1'-0II �I r,7 Ln 0 t- 1 PLAS. LAM. TOP, _BACK5FLASH 4 EDGE RAWE RS UBBER BA&E P.T. MI —71, H.G. FIXTURE 4 TOILET FEL_F-VATION SCAL.F: 3/811 = I' Oil LATCH 51DE / OF DOOR _p 3" PROM JAMB lX HA \ O ,4CC 551 5L E TOILET BOOM 51(::TN A-9 NO SCALE PROVIDE PLASTIC IAMINAT5 4 HANDICAP SIGNS, all X 611 W/ 3-1/2" ACCESSIBILITY 5YMB0L AND VERBAL DESCRIPTION (FOR "MEN" AND FOR "WOMEN" OR SYMBOLS rOR MEN 4 WOMEN IF UNISEX TOILET) FOLLOWED BY GRADE 2 5RAILE, 51GN5 TO HAVE UIHITE BACKGROUND W/ BLUE LETTERING 4 SYMBOL. INTFfzl01`R FINISH SCHECDULE ROOP`i NO ROOM NAME FLOOR 5A$E LUA.L CEILING HEIGHT RENAF;1G5 MET = DRYWALL - PAINT 10 ZN WH = WAREHOUSE SC = IlllIU1i F = FLUSH GL = 1 LOUVER OH = OVERHEAD 3 - HOLLOW CORE WOOD L = LOUVERED FLOOR COVERING / BASE EKY OU.NER 101 5ALE5 AREA = BI—FOLD HM = HOLLOW METAL V = VIEW GLASS G = 1/2 GLASS WD = WOOD \ \jz PARALLEL ARM, DESIGNED FOR ADA COMPLIANCE, AN51 GRADE 1, EQUAL To NORTON 03015F. EXIT DEVICES: RIM DEVICE, EaUAL TO YALE 2100 SERIES. - ELECTRONICS SAFETY GLASS SAFETY 17 10" X 10" SAFETY GLASS AL F-4 PAINT O F FR 0 II' -6" I$PLAY RACKS 6Y OUTER _ 103_ R1=F 5C FR 51 K WD F-3 PAINT O SEE NOTE 03 3 3' -oil 5C 104 CU5TOMFR 5ERVICI; NOTE: PLASTID LAMINATE A5�OOI I MANUFACTURED BY 1r, HEVAMAR - SIDEWALK o BISTRO 0 SD2-2T A-� SCALE: 3/8" - 1'-0II �I r,7 Ln 0 t- 1 PLAS. LAM. TOP, _BACK5FLASH 4 EDGE RAWE RS UBBER BA&E P.T. MI —71, H.G. FIXTURE 4 TOILET FEL_F-VATION SCAL.F: 3/811 = I' Oil LATCH 51DE / OF DOOR _p 3" PROM JAMB lX HA \ O ,4CC 551 5L E TOILET BOOM 51(::TN A-9 NO SCALE PROVIDE PLASTIC IAMINAT5 4 HANDICAP SIGNS, all X 611 W/ 3-1/2" ACCESSIBILITY 5YMB0L AND VERBAL DESCRIPTION (FOR "MEN" AND FOR "WOMEN" OR SYMBOLS rOR MEN 4 WOMEN IF UNISEX TOILET) FOLLOWED BY GRADE 2 5RAILE, 51GN5 TO HAVE UIHITE BACKGROUND W/ BLUE LETTERING 4 SYMBOL. INTFfzl01`R FINISH SCHECDULE ROOP`i NO ROOM NAME FLOOR 5A$E LUA.L CEILING HEIGHT RENAF;1G5 MET = METAL U 10 ZN WH = WAREHOUSE SC = IlllIU1i F = FLUSH GL = 1 LOUVER OH = OVERHEAD 3 - HOLLOW CORE WOOD L = LOUVERED FLOOR COVERING / BASE EKY OU.NER 101 5ALE5 AREA = BI—FOLD HM = HOLLOW METAL V = VIEW GLASS G = 1/2 GLASS WD = WOOD DOOR ELEVATIONS PARALLEL ARM, DESIGNED FOR ADA COMPLIANCE, AN51 GRADE 1, EQUAL To NORTON 03015F. EXIT DEVICES: RIM DEVICE, EaUAL TO YALE 2100 SERIES. 102 ELECTRONICS SAFETY GLASS SAFETY GLASS 10" X 10" SAFETY GLASS AL F-4 PAINT O F FR 0 II' -6" I$PLAY RACKS 6Y OUTER _ 103_ MANAGER'$ OFFICE 5C FR FFG WD F-3 PAINT O SEE NOTE 03 3 3'-011 X (0'-511 5C 104 CU5TOMFR 5ERVICI; WD F-1 PAINT O O — ., 3'-011 X 6'-8'1 - III -6" F 1{05 FILES _ F-1 PAIN _ _ O —' O — — -- 3'-011 X 61-811 5C F PAINT III -611 F-1 106 A55T. MANAGER o 10 — 6 3'-011 X 6'-81' 5C FR PAINT HM F -I PAINT 8' 0" 0 101 APPLIANCE_ 7 3'-0" X 6'-8" SC F — WD — PAINT -- 1114611 DI$PILAY RACKS 5T OWNER 100 COLLECTION PROVIDE HASP LOCK FOR PADLOCK 62E 31-0- X T-0` SC _ PAINT HM F-3 PAINT 81.0" SEE NOTE 02 1018 MEN HM F PAINT HM F -I PAINT 0 10 V-0" _ OH 110 WOMEN _ SEE NOTE 04 8'-0" 111 _ _ _ 112 SLEEP SHOP 113 E3REAK ROOM V-01 114 FLOOD', COVERING 111-611 115 ELECTRONIC CAGE NA 116 5ACKROOM BARGAINS (991-6"1211 _ — x 12" VINYL TILE 117 WAREHOU5E 0 3 NA ABBREVIATIONS: FLOOR FINISH MATERIALS: WALL FINISH MATERIALS: BASE FINISH MATERIALS: C = CARPET DWP= DRYWALL, PAINTED VC = TOPSEr VINYL VT = VINYL TILE PM = MASONRY, PAINTED CT = COVED CERAMIC TILE CT = CERAMIC TILE VCD = VINYL COVERED DRYWALL CEILING FINISH MATERIALS: CON = CONCRETE, SEALED Cr = CERAMIC TILE -- WC = 48" HIGH WAINSCOT D = DRYWALL, PAINTED SC = SUSPENDED CEILING 1..,-.,1>_D PIPING Il=�F� FLEE L_AVATOF11,1' SCALE: 3/8" - I' -Oil t1ENT ITTEp IN EP AREA 54��IEF�,' PFEE IDfi�INKINC;; FOUNTAIN SCALE: 3/8" - I'-011 ABBREVIAI-IONS: NOTE&: SC --- SOLID CORE WOOD - WD --- WOOD DOOR & FRAME SCHEDULE AL - ALUMINUM MET = METAL FG = FIX GLASS WH = WAREHOUSE SC = SOLID CORE WOOD F = FLUSH GL = 1/2 GLASS W/ LOUVER OH = OVERHEAD HC = HOLLOW CORE WOOD L = LOUVERED FR = FRENCH BF = BI—FOLD HM = HOLLOW METAL V = VIEW GLASS G = 1/2 GLASS WD = WOOD DOOR ELEVATIONS PARALLEL ARM, DESIGNED FOR ADA COMPLIANCE, AN51 GRADE 1, EQUAL To NORTON 03015F. EXIT DEVICES: RIM DEVICE, EaUAL TO YALE 2100 SERIES. DOOR SILENCERS: IVES - (3) PER DOOR SAFETY GLASS SAFETY GLASS 10" X 10" SAFETY GLASS AL F-4 PAINT O F FR 0 WH 2 N 5C FR FFG FRAME ELEVATIONS 31-411 31 411 F-1 F-2 F-3 12'-0" 31-011 61-0" F-4 SAFETY I GLASS ABBREVIATION5: NOTE&: SC --- SOLID CORE WOOD - WD --- WOOD DOOR & FRAME SCHEDULE VAL5PAR SL4A303 FLUROPON PREMIERE SPECIAL SAFETY REED, SAFETY GLASS (TINT GRAY). PUSH - KAINEER CO -9, FULL- KALNEER CPII, 55. FINISH (US32D- DULL), DOORS FRAME TO REMAIN - ELECTR05TATIC FINISHED '15AFETY RLP" ALL HARDWARE, LOCK SETS, CL05ER5, THRE5HOLD9, 2. DOOR TO BE A5 MANUFACTURED BY 11ELIA55ON" E-2 FRAMES SWING SCP 11 - CUSTOM COLOR - BADCOCK M1550N WHITE FINISH TO BE U526D - SATIN CHROME HARDWARE KEYING SYSTEM: KEY PER DIRECTION OF OWNER, 3. LATCH SET 115CHLAGE" FLAIR HALL/CLOSET PRODUCTS - EaUAL TO THE FOLLOWING: LEVER SET F1OV-FLA 605 BRIGHT BRASS REMARKS Ld Q 0 J Z w v) O V 0 ° � V)1 a v V 0. o {2 a u q e a NO. z F w w SIZE TYPE ELEV FINISH TYPE ELEV FINISH POOR 5TOP5: WALLS: IVES NO, 401 FLOOR: IVES NO. 438 CLOSERS: STANDARD DUTY BARRIER FREE HYDRAULIC, PARALLEL ARM, DESIGNED FOR ADA COMPLIANCE, AN51 GRADE 1, EQUAL To NORTON 03015F. EXIT DEVICES: RIM DEVICE, EaUAL TO YALE 2100 SERIES. DOOR SILENCERS: IVES - (3) PER DOOR I PR 31-0" X -i'-O" AL FG PAINT AL F-4 PAINT O O 0 SM o 2 FR 2'-611 X 6'-8" 5C FR PAINT WD F-3 PAINT O SEE NOTE 03 3 3'-011 X (0'-511 5C F PAINT WD F-1 PAINT O O ., 3'-011 X 6'-8'1 - SC F PAINT WD F-1 PAIN _ _ O O 5 3'-011 X 61-811 5C F PAINT Wp F-1 PAINT o 10 — 6 3'-011 X 6'-81' 5C FR PAINT HM F -I PAINT 0 0 7 3'-0" X 6'-8" SC F PAINT WD F-1 PAINT PROVIDE HASP LOCK FOR PADLOCK 62E 31-0- X T-0` SC WH PAINT HM F-3 PAINT SEE NOTE 02 9 3'-011 X 1'-011 HM F PAINT HM F -I PAINT 0 10 101-0" X 101-01, OH _ SEE NOTE 04 ABBREVIATION5: NOTE&: SC --- SOLID CORE WOOD - WD --- WOOD I. ALUM. STOREFRONT, KA"IER 350 MED, STYLE, COLOR TO BE EQUAL TO HM -- HOLLOW METAL VAL5PAR SL4A303 FLUROPON PREMIERE SPECIAL SAFETY REED, SAFETY GLASS (TINT GRAY). PUSH - KAINEER CO -9, FULL- KALNEER CPII, 55. FINISH (US32D- DULL), HARDWAREEX15T'G FRAME TO REMAIN - ELECTR05TATIC FINISHED '15AFETY RLP" ALL HARDWARE, LOCK SETS, CL05ER5, THRE5HOLD9, 2. DOOR TO BE A5 MANUFACTURED BY 11ELIA55ON" E-2 ETC, TO BE IN COMPLIANCE WITH ADA REGIUIRI=MI=NTS. SWING SCP 11 - CUSTOM COLOR - BADCOCK M1550N WHITE FINISH TO BE U526D - SATIN CHROME KEYING SYSTEM: KEY PER DIRECTION OF OWNER, 3. LATCH SET 115CHLAGE" FLAIR HALL/CLOSET PRODUCTS - EaUAL TO THE FOLLOWING: LEVER SET F1OV-FLA 605 BRIGHT BRASS BUTTS: McKINNEY FIVE KNUCKLE FULL MORTISE, 4-1/2 X 4-1/2. LOCKSET&: ANSI SPEC. A156.2, SERIES 4000, GRADE 2. 4, OVER HEAD DOOR COMPANY - 620 SERIFS DOOR YALE 5300LN SERIES, AUGUSTA DESIGN LEVER HANDLES 115TORMTITEII 5TEEL SLAT, C-187 SLAT DEADBOLTS: ANSI 156.5 GRADE 2, P THROW SOLID BRA&& DEADBOLT, EaUAL TO YALE W/ THUMBTURN ON INSIDE. POOR 5TOP5: WALLS: IVES NO, 401 FLOOR: IVES NO. 438 CLOSERS: STANDARD DUTY BARRIER FREE HYDRAULIC, PARALLEL ARM, DESIGNED FOR ADA COMPLIANCE, AN51 GRADE 1, EQUAL To NORTON 03015F. EXIT DEVICES: RIM DEVICE, EaUAL TO YALE 2100 SERIES. DOOR SILENCERS: IVES - (3) PER DOOR 51LL 5WEEP: FOR EXTERIOR DOORS - ZERO 0153D WEATHER5TRIPPING: FOR EXTERIOR DOOR5 - JAMB MTD., EQUAL TO PEMKo &aBUJ ISSUED: FOR PERMIF 05-31-0J ISSUED: PRELIM, ISSUED: LICIMNG xx/xx/xx 0 xxxxxx x/xx/xx/ DESIGN ,1 DRAWING APPROVALS -� STORE DE:31GN &. CONSTRUCTION DATE: MERCHANDISING DATE:---/__/-- r� DEALER IJ D�—_ ATE: --- PF- OJECT NO. :J4 -102 DRAWING y SHEE'f 12_0F?G> n w n Lv 11-1 In I— T C.� Cl� 1 J <L U f— W T- U CD CD a_ CL O U G m Q Ld W W Cl� G:l L CL' n 1 � A�i-�I��55 SACK A -I1 IX2 PFCKING 2x4 FRAME PLATFOFM/ LEVELS HINriED SIDE 0-0 SAFE 1-1 AlNA (-:-� r �:' � 0Fr I E ETAIL ,4 -ll �CA�� 3/�II 11^rnll ROUND COR�lr=R' HORIzOIJtAL 2 X (TTP) i i a FED a RAL 'RACK A -II 3/4" FILYWOOD DECKING 2x4 FRAME PLATFORMS PLASTIC .AMINATE COUNTERTOP WITH 5ACK5F'1.451-1- GRE1' COI PL -1 -WOOF k3PACKET WITH PLASTIC LAMINATE FIN15H w 4311 o.C. 2 X 4 CONTINUOUS UOOD SUPPORT U-JORK,15TAT ION DETAIL -11 SCALF: 3/411= P-011 5 WOR<5ENCH DETAIL A -II SCALE 3/5" = 1'-0" 4FT X 8--T PEG BOARD WALL MOUNTED ON I X 2 FERRING SCRIPS TYPICAL 2 X 4 FRAMING WITH I/2" CDX DECKING A -II &CALE 1/4" = P -m" i i `---_-- --.. „— — .. _ - ------••--------------------------------_--.._----------------.—.-- — --------------------------_ _--- -------------- \ I II II II II II II I 8 WOF-,KSiAT I ON FE�R,5FECT I VE 4-11 SCALE 1/4" - P -O" 1 ISSUED:: FR PPERM05-1-0� ISSUED: PRELIM. ISSUED: LIOHIING XX/XX/XX REVISIONS:— xxxxxx X/xx/xx/ DESIGN & DRAWING APPROVALS STORE DESIGN & CONSTRUCTION ] LE DATE: EEMERCHANDISING DATE: f 1 DEALER LJ DATE: n �yy �uJ 0*14 OWN ate a a ® aanwJ 0 k. pia YYYV I �A. p� Mn a r l��l SiWitgWn" : � :.F:CGAt:L:* i � az JI�t57Fk19,5 \1 ,p e �1 Tt L---- - - ------- _r I I 4 i1 r. Ln v E I �� Un r u i I I u CD 3 1 ITV i I IY! �Y ICU, F o j v 7 h tp U l _ -- PROJECT N0. C),4 -102 DRAWING / 1 n W W V) W CC F— U C� J <1 U V cr z L D i n n 0 �I i u ry r CL 0 c, x CG Cit 0 w LijCL cl m z :r. CL' c) TELEPHONE BOARD (Yi=R1rY EXACT LOCATION) 0UJ-V0LTAG;E EHLECTRCAI FLAN " I'-0. NOTE6: I, ALL NETWORK (pATA) CAT 5E WIRE TO BE 5&8E3 AND RED IN COLOR (MAX LENGTH 300') 2. ALL PHONE WIRE To BE 4 PAIR CAT 3 568B AND BEIGE IN COLOR 3. ALL OTHER DATA WIRE NOT SHOWN (SERIAL DEVICE5) TO BE GRAY IN COLOR 4. ALLOW A 12" x 12" AREA FOR EACH DEVICE ON PHONE BOARD TO ALLOW FOR PROPER AIR CIRCULATION 5. GENERAL CONTRACTOR TO ROUGH -IN CONDUIT AND PULL 5TRING5, ALL OTHER WORK TO BE BY BADCOCK 6. ANY VARIATIONS IN WIRE OR CONECTORS OR LOCATION OF MODEMS AND SWITCHE5 TO BE BROUGHT To THE ATTENTION OF BADCOCK CORORATION I.T. DEPARTMENT YOKE pATA PHONE/DATA DETAIL 5CALEf NT5 Xt lt4 LINES ?CCNNECTGR T 91dE) LOW VOLTAGE LEGEND 1---1 4 PAIR (CAT 3) BEIGE FOR PHONE DSL/CAB ROUTER W/ HOME RUN TO TELEPHONE BOARp CONTINUOS KIN NO 5ERIE5 WIRING 4 PAIR (CAT 5E - 5ro85) REP FOR 2 RJ45 L DATA TO TELEPHONE BOARD FOR L HIGH SPEED NETWORG INTERFACE 5PLITTER- I PHONE (RJ -II) 4 1 DATA (RJ45) ^T FACE PLATE (DETAIL THIS 5HEET) IDATA I RHONE (RJ -11) FACE PLATE I DATA (RJ45) FACE PLATE LINES W/ R J 4 5 TO CONNECTION (5) REaUIRIED FOR �j PRINTERS SUPPLIED 5T L3ADCOCK, CONTRACTOR TO PROVIDE PULL STRING ONLY F-7 1---1 -I F- DSL/CAB ROUTER W/ p5L/GAt_.E B MODEM At - Tf=RY BACKUP - 2 RJ45 L L L 5PLITTER- TO ELECTRONICS SECTION ^T IDATA LINES W/ R J 4 5 TO PHONE O! PUNCH DW �j ROUTER L — BLOCK L GTV F140Nrm 0,4{;;�,)D SCALE: NT5 ISSUEDMFOR PERMIT 05-31-0 I ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS — xxxxxx x/xx/xx/ DESIGN & DRAWING APPROVALS ❑STORE DESIGN & CONSTRUCTION DATE: MERC}HAN[DINING DATE: f ]DATE: L ] DATE: a e as7u+sx� Lj 0 r2 V/ t ,ares, c `r.a_.j at'3JtfP3f 1�sW uMx v W,,,nil v O PF�OJECT N0. 04-102 DRAWING A-12 SHEET I� OF 2�- __ _ __ ___.. �-__._-__ l _, F ::'ROFOSEED r-LOOF FLAN 011-11-011 IFRE TAIL ------------------- 15,158 50, FT, WAREHOU5E --------------- 2,854 50, FT. BACKROOM --------------- 941 5a. FT. OFFIC,Fz / TOLET5 ------------ 1,041562, FT. TOTAL- --------------------- 20,000 $a. FT. ISSUED-: FOR PERMIT 05-31-0 F--. ISSUED: PRELIM. ISSUED: xx/xx/xx REVISIOHS, A xxxxxx x/xx/xx/ DESIGN & DRAWING APPROVALS 5 . rORE DESIGN & CONSTRUCTION DATE: MERCHANDISING DATE: DF-ALER DATE: X L6 z w LAJ 0 x z $wf; X0 41 44 j ( 44wim) br r7d W- 1w ---------- DK 4-i Fr, w E Lo S. 7- n CO (C) co tl-,—p f ZO,J T N0. 04 -- 102 DRAWING /--\ - i Z4 \1 SHEET ILOF 26 C W L,J V) LEi L1,' W I- Lli >n CV J J `L C� n, LL J a ori c� (D n. 0 c� 0 r m G W W w cx m t <L ce 0 NOTE "A" ELECTRICAL WIRING 5HouM 15 DIAGRAMMATIC ONLY, CONTRACTOR SHALL PROVIDE ALL JUNCTION 5OXE5, CONDUIT 15wND5, CONDUcToF,,5 AND ROUTING, 'ETC. A5 REGMIREP FOR A COMPLETE AND OPERADLE ELECTRICAL SYSTEM PER LOCAL AND N.E.c. CODES, NOTE "B" ELECTRICAL CONTRACTOR 5HALL VERIFY ELECTRICAL CHARACTERI5TIC5, INCLUDING VOLTAGE, F'HA5E, FULL LOAD AMPERE5 ETC, OF ALL E,ZiFTIENT TO BF INSTALLED, PRIOR TO FJURCI-IA51NG MATERIALS AND REPORT TO THE OU4ER ANY D15CREPANCIES WHICH MAY AFFECT DESIGN A$ 5HOILK FAILURE FOR THE ELECTRICAL COt (TRACTOR TO VERIFY ELECTRICAL CHARACTERISTICS OF EQUIPMENT AND REPORT TO 01NER ANY D15CR!~F ANciES SHALL PLACE THE %RDEN OF IL E=,E5PON51BILIT�r UPOt,E.CONTRACTOR. ELL-CFFICAL FLAN 5CALE 1/8"=1'-0" NOTE; "C" ALL WIREMOLD TO DE FURNI5HED BY OWNER 4 IN5TALLED B1" CONTRACTOR. NOTE= "D' ALL ELECT. FIXTURE5, DEVICE5, 4 WIRING SHOU.N ON THIS PLAN ARE NEW UNLE&5 OTHERWI5E NOTE=D, 5EE LIGHTING FIXTUFE5 45 5HOUJN ON REFLECTED CEILING PLAN. REELECTEP CEILING / E"LE"CTRICAL LEGEND 4' VTRACK LENGTHS (TYPICAL) 5UPPLIED 13T C"ER, INSTALLED BY CONTRACTOR NEW 2' x 4' LIGHT FIXTURE=S. 5UPPLIED EKY OWNER, INSTALLED BY CONTRACTOR G NEW RECE5$ED LIGHT FIXTURE O� NEW 51JRFACE MOUNTED LIGHT NEW TELEPHONE OUTLET "r- NEW TELEVISION OUTLET PHONE / DATA OUTLET NEW EXIT LIGHT EMERGENCY LIGHT O JUNCTION BOX _ g J CEILING HEIGHT DE5IGNATION 10 KI05K- PROVIDED BY OWNER, PROVIDE DEDICATEE) PHONE LINE 4 120 A DUPLEX O2 LENGTH AS REQUIRED, TWO-PIECE, 1 -CIRCUIT, 5URFACE, 5TEEL, MULTI -OUTLET RACEWAY WITH 15A RECEPTACLES AT IS" O.G. EQUAL TO WIREMOLD ''G20GE31L3 - LI=NGfiH 45 REQUIRED. 6 FOOT LONG, TWO-PIECE, I -CIRCUIT, 5UF<FACE, 5TEEL,, MULTI -OUTLET RACEWAY WITH 15A RECEPTACLES AT 18" O.C. EQUAL TO WIREMOLD 1320GB618 ® SURFACE MOUNTED 6" X 6" JUNCTION 1"30X, AT 24" AJ --P., FOR CONNECTION TO OWNE=R FURNISHE=D CAeEWORK COORDINATE= WITH OWNER'S REPRESENTATIVE AND MAKE ALL REQUIRED TERMINATIONS AFTER CASEWORK 15 INSTALLED. O FLOOR OUTLET EQUAL TO HUf35EL-L_ CAT. +082536 WITH ONE-PIECE COVEHR AND CARPET FLANGE, "2925, FOR CONNECTION TO OWNER FURNISHED CA5EWOREC COORDINATE WITH OWNER'S REPRESENTATIVE AND MAKE ALL REQUIEr"'.ED TERMINATIONS AFTER CASEWOE0< 15 INSTALLED. ® STUB UP CONDUIT TO Io" AF,F, AND TEFMINATE WITH IN51ALATING BUSHING. VERIFY EXACT 5TUE3-UP LOCATION PRIOR To ROUGH -IN, O5 FOOT LONG, TWO-PIECE, I -CIRCUIT, SURFACE, STEEL_, MULTI -OUTLET RACEWAY WITH 15A RECEPTACLES AT la" O.C. EQUAL TO WIREMoLD 'kx20GB51S Og 6 FOOT LONG, TWO-PIECE, I -CIRCUIT, SURFACE, 5TEEL, MULTI -OUTLET RACEWAY WITH 15A RECIEPTACLE5 AT 18" O.C. EQUAL TO WIREMOLD �x20GP618 `x9 MULTI-oUTLET RACEWAY IN TH15 ROOM SHALL BE IN5TALLED ON OWNER FURNI5HED D15PLAY SHELVING AS DIRECTE=D IN THE FIELD 13Y OWNER'S REPREBENTATI VIE. 10 ALL MULTI -OUTLET RACEWAY IN THIS ROOM TO BE INSTALLED AT 15" A .F II NEW PHONE/PATA LINE WITH QUAID OUTLET. PROVIDE (3) EA IN OFFICE "106 AND (1) EA, IN OFFICE 103. 5TUB UP 3/4" PHONE/DATA CONDUIT 6" AE3OvE CEILING. 12 PHONE/DATA OUTLETS TO BE INSTALLED V' AEF, CONTRACTOR To PROVIDE 3/4" CONDUIT 4 EXTEND 6" ABOVE CEILING. 13 PROVIDE INDIVIDUAL TELEPHONE= LINE= To TELEPHONE BOARD (No SERIES WIRING ALLOWED) 14 PROVIDE CATEGORY 5 (4 PAIR) COMPUTER LINE -To MAIN COMPUTER 'w 5ERVICE coUNTER 15 PROVIDE CAE3LE TV OUTLET 4 CONDUIT - RUN CONDUIT TO 6" AFF, 4 PROVIDE PULL -CORD, 16 NEW GROUND FAULT DUPLEX 17 PROVIDE; DEDICATED CIRCUIT FOR STORE 51GN. MOUNT IN51DE PORTICO A5 DIRECTED, TIE INTO EX15TING TIMER CIRCUIT, ELECTRICAL NOTES ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE BUILDING CODES AND THE NATIONAL ELECTRICAL CODE (N.E.CJ ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES, ETC. AND GIVE ANY LEGAL NOTICES NECESSARY. ALL WIRING SHALL 5E COPPER AND SHALL BE INSTALLED IN METAL CONDUIT OR ARMORED CABLE. ALL EeRVICE PANE=L WIRING SHALL DE SIZED IN ACCORDANCE WITH THE N.E.C, ALL CIRCUIT WIRING 5HALL Bf MINIMUM M10 FOR FIRST RUN FROM PANEL AND MINIMUM 012 ON ANY SUCCESSIVE RUNS, CONTRACTOR SHALL PROVIDE A POWER CIRCUIT (NOT SHOWN ON PLANS) FOR THE SECURITY ALARM 5YSTEM. LOCATIONS OF THE RECEPTACLES ((o MAX.) WILL BE FIELD DETERMINED. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND LADJOR REQUIRED FOR A COMPLETE AND PROPER INSTALLATION AS SHOWN ON DRAWINGS. CONTRACTOR SHALL THOROUGHLY INSPECT EXISTING, WIRING AND CONDUIT BEFORE REUSING. IF EXISTING 15 NOT SUITABLE, CONTRACTOR, SHALL, AT NO ADDITIONAL COST, PROVIDE WIRING, CONDUIT, ETC. AS RE=QUIRE=D FOR A COMPLETE WORKAE31LE SYSTEM. ALL MATERIALS AND WOF"ANSHIP PROVIDED 5Y THE; ELECTRICAL CONTRACTOf UNDER TH15 CONTRACT 5HAU.. DE GUARANTEED AGAINST DEFECTS FOR A PERIop of ONE FULL YEAR FROM PATE OF COMPLETION. ANY DEFECTIVE WORK OR MATERIALS SHALL BE RE=PAIRED OR REPLACED AT No Co5T TO THE OWNER IF OCCURRING DURING THE; GUARANTEE PERIOD. GUARANTE=E PE=RIOD DEGIN5 ON TH PATE OF CERTIFICATE OF OCCUPANCY. HUBBE=LL 54262 RECE=PTACLES OR AN APPROVED EQUAL SHALL_ 5E USED Fop, CIRCUITS WITH ISOLATE=D GROUND. ALL IG. CIRCUITS SHALL HAVE 3 -WIRE INSULATED, 15OLATED DIRECT GROUND - COPPER WIRING WITH INDEPENDENT GROUNDING ROD, 150LATF-P DIRECT GROUND. WIRE SHALL BE "10 WIRE IN SEPARATE CONDUIT. ALL 24 HOUR CIRCUITS SHALL HAVE UL APPROVED BREAKER LOCKS. NEW RECEPTACLES 5HALL DE TIED TO EXI5TIN<a CIRCUIT5 WHERE= IT 15 PRACTICAL AND WITHIN CODE REQUIREMENTS. PROVIDE NEW CIRCUITS AS REQUIRED. CONTRACTOR SHALL PROVIDE ONE POWER CIRCUIT FOR TELEPHONE SYSTEM AS REQUIRED. ALL RECEPTACLES IN OFFICES, AND SHOWROOM SHALL BE MOUNTED AT IS" AFF UNLESS OTHERWISE NOTED. ELE=CTRICIAN SHALL MAKE CONNECTIONS FOR 51GNAGE OR OTHE=R EQUIPMENT INSTALLED f5Y OTHE=RS. INSURE THAT ALL EXISTING RECEPTACLES ARE HOT. ALL CIRCUITS OF ALL EXI5TING AND NEW E=LECTRICAL_ PANELS SHALL BE PROPERLY LABELED. COORDINATE WITH HOOKUPS WITH MECHANICAL CONTRACTOR. PROVIDE DUCT SMOKE DETECTORS IF REQUIRED AND SHOWN ON PLANS. PVC CONDUIT SHALL DE PROVIDED IN SLAE3-ON-GRAPE AS SHOWN ON PLANS. EXTERIOR CONDUIT BURIED BELOW GRADE AND CONDUIT IN WET LOCATIONS SHALL DE PVC. ALL REMOTE EQUIPMENT ON GROUNDS SHALL HAVE: A FU6IE5LI= PISCONNECT SWITcF AT EACH PIECE OF EQUIPMENT. ALL EXTERIOR RECEPTACLES, JUNCTION DOXE5 AND EQUIP11ENT 5HALL DE WATERPROOF. ELECTRICIAN SHALL COORDINATE WORG WITH 541) COCK 5TORE 5UPPORT GROUP TECHNICIAN OR ALARM COMPANY. ACTUAL ALAf7, N INSTALLATION TO BE, BY OU.NE CONTACT UTILITY COMPANY 46 NRS PRIOR TO ANY EXCAVATION IN ORDER To MARK ALL UNDERGROUND UTILITIES. EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIE=S ARE NOT KNOW. USE EXTREME CAUTION IN EXCAVATION WORK ISSUED: FOR PERMIT 05 -31 - ISSUED: PRELIM, ISSUED: LIGHTING xx/xx/xx REVISIONS: 0 xxxxxx x/xx/xx/ DESIGN & DRAWING APPROVALS STORE DESIGN & CONSTRUCTION DATE; �j MERCHANDISING `-� DATE: (*1 DEALERWyY— — LJ DATE: __------�- WakeN� ars LJ 0 CD P 1� Li�ar.� 9 . �` m luft QJ `7 F +•.{ O • FltrlSf PROJECT NO. ) 2 DF,AWIHG T1 SHEET 1& pF 20 22' -sal! IN5IpI* PINIek-1 DIM N51oN SH��.Yl=S (X Lu � BIG $CREEN TV$ W O 'V\ I/2'IG FOLDER U 0_ t1I I/�#"C GAt3L \\ i TREN •H FLOOR�`� FOR L LEGT. 4 CAOLE ' � DYr)l5 VERTICAL FANEI_5" LENGTHS As REQUIRED E3Y OWNER, MIN. 5 F7. EACH computer. This dedicated line Is rc,.ulred even IF you are, using ©51L. The remaining 3 lines are For Voice, two regular lines and one roll 1 IN CORN1=R5 - DUPLEX r O a� UIREi10L The Comm &hare I3ox Is connected to the Pax Machine, Credit Card Machine, and to the Modem. 15' WI�I1oLD SHEL The Modem is then connected to the CPU. This Is used For the transfer or Data with Mulberry at night arter the store has closed. 5, u 0 I. I I+ G$P�hl& a$ home run wiring. U � IN LE TA A z t _ JB Ou ��II,,�,,y {N�+p -Lb_ fIOH Ot= (2) rt) ir1 G55616MOLb SNEL IN FLQolR l I FOR POWER, 24 Bort `7wltch at the front Counter, I FOR SABLE) m _ 4. GONDOLA TYPICAL E-L5CTRQN1C5 AREA FLAN SCALE 1/4" = 1'-0" PANELS U r- LCGATE UJIREMOLP 4" ABOVE 0H6LVE8 FORTA5LEH TV WALL NOTE: LENGTH OF LINES Is DIAGRAMATIC ONLY. PROVIDE LENGTHS As REQUIRED E3Y OWNER, MIN. 5 F7. EACH computer. This dedicated line Is rc,.ulred even IF you are, using ©51L. The remaining 3 lines are For Voice, two regular lines and one roll GSf361t3 over ling. DUPLEX The rax/Modern line comes Into the Telecommunication Closet/ Board and_goee' to the front counter and connects to the Comm Share _--_-� a� UIREi10L The Comm &hare I3ox Is connected to the Pax Machine, Credit Card Machine, and to the Modem. 15' WI�I1oLD SHEL The Modem is then connected to the CPU. This Is used For the transfer or Data with Mulberry at night arter the store has closed. 5, u 0 I. I I+ G$P�hl& a$ home run wiring. 1. Cat 5 (Gray) should b% used to wlrrc all or these connections. IN LE TA BNELP z t _ I, The D5L. line Is to enter the building and terminate at the Telecommunication Closet/ Board and should be connected to the ��II,,�,,y {N�+p DSL. :outer. rt) ir1 G55616MOLb SNEL � 24 Bort `7wltch at the front Counter, m m _ 4. The rrcnch should b1 located 1211 From the end or the I.D. Wall extending From the Credenza to the Counter, The opening In the I bottom or the counter should be located in the front no more than 3 inches From the Front. The for the CPU extends 2011 into TAF the counter and leaves approx. III clearance behind the Cf: --U shclF. This 15 the area needed to bring all the reeds For Workstations, Ll I printer5, and L.Ines. A condult (1 1&') 1s roughed In the I.D. Wall thru the celling to accommodate off counter workstations. o f � -- Tri,. Electrlc should be run In a similar manner to Insure clearance for the shelf to clear all wiring when closing. Th-- D5L connection MUST have a static IF and Must be Installed before IT will install the upgraded computer system. r- LCGATE UJIREMOLP 4" ABOVE 0H6LVE8 FORTA5LEH TV WALL NOTE: LENGTH OF LINES Is DIAGRAMATIC ONLY. PROVIDE LENGTHS As REQUIRED E3Y OWNER, MIN. 5 F7. EACH computer. This dedicated line Is rc,.ulred even IF you are, using ©51L. The remaining 3 lines are For Voice, two regular lines and one roll LLJ over ling. Ir 2. The rax/Modern line comes Into the Telecommunication Closet/ Board and_goee' to the front counter and connects to the Comm Share ® a� rl+ The Comm &hare I3ox Is connected to the Pax Machine, Credit Card Machine, and to the Modem. 12 db --------�T� The Modem is then connected to the CPU. This Is used For the transfer or Data with Mulberry at night arter the store has closed. 5, The tl•ree remaining lines come into the Telecommunication Closet/ 5oard and hook to the phone system. 9BIRIE 12 db LINE TAP z a$ home run wiring. 1. Cat 5 (Gray) should b% used to wlrrc all or these connections. IN LE TA BNELP z t _ I, The D5L. line Is to enter the building and terminate at the Telecommunication Closet/ Board and should be connected to the ��II,,�,,y {N�+p DSL. :outer. 2. There, will by two lines coming From the p5L Router. One will be run to the Klosk/ Dcsfgn Center and the other will go to the 24 Bort `7wltch at the front Counter, �? 3. LINEE LIEbTAF' 4. The rrcnch should b1 located 1211 From the end or the I.D. Wall extending From the Credenza to the Counter, The opening In the I bottom or the counter should be located in the front no more than 3 inches From the Front. The for the CPU extends 2011 into TAF the counter and leaves approx. III clearance behind the Cf: --U shclF. This 15 the area needed to bring all the reeds For Workstations, Ll I printer5, and L.Ines. A condult (1 1&') 1s roughed In the I.D. Wall thru the celling to accommodate off counter workstations. o I.e.) orrlcr56. �. Tri,. Electrlc should be run In a similar manner to Insure clearance for the shelf to clear all wiring when closing. Th-- D5L connection MUST have a static IF and Must be Installed before IT will install the upgraded computer system. Pou.ER n a_ Note: m vi 0 or your project to in5ure a tIfnely Installatlon. J CA ii I:'i, i i i- Q a, CA5LE UJIf;P,ING FORT,4 5L E TV WALL NOTE; LENGTH OF LINES IS C)146RAMATIC ONLY. PROVIDE LENGTH$ As RECMIK�p BY OLh1E?-, MIN, 5 FT. EACH -- Ld W RELLJ $ir .LF Cr WIMOLD \\ PLIf LFY, OL (3) LATEFSs/ 3HELF'� I WIREP,✓'St-IEL 25 db -.-- U 12 clb LINt:A— r//UjUIFMoLD 9HCLF \\ v (� r SHELF PUF'LEX k31Cs 5C �`� �N 1 V WAL- L- ILL I \ INE TAF, oee 'j WI WIREMOLMOL <` D EA :IDE OF GoNPOLA DVIDWALL. — 2'GSF316 JAREMOLD _ _ ____ �- �II AT ENP F- JB IN FLOOR UNDER GONDOLA (J R NOTE, WlfzlrJG FROM JB To I i WIREMoLD al GOhTDOLA CL To BE THROUGH THE IN$IpE O OF THE VERTICAL FANEL5 U T`1'FICAL ELECTF'QNICS AREA 5CAt_E 1/41i - I'-0" C� T (-s,IPCOmmunic�atiOn F-,)iacirair ExrolanationsCfj - LIJ I, There are a total or 4 Ilneg recjulred corning into the building. One is a dcdlcatcd line for the Fax and the Modem for the w computer. This dedicated line Is rc,.ulred even IF you are, using ©51L. The remaining 3 lines are For Voice, two regular lines and one roll LLJ over ling. Ir 2. The rax/Modern line comes Into the Telecommunication Closet/ Board and_goee' to the front counter and connects to the Comm Share ® box. ❑- 3. The Comm &hare I3ox Is connected to the Pax Machine, Credit Card Machine, and to the Modem. 0- 4. The Modem is then connected to the CPU. This Is used For the transfer or Data with Mulberry at night arter the store has closed. 5, The tl•ree remaining lines come into the Telecommunication Closet/ 5oard and hook to the phone system. 9BIRIE All Telephones have a wire run rrom the phone to the phone system in the Telecommunication Closet/ Board, This Is commonly known z a$ home run wiring. 1. Cat 5 (Gray) should b% used to wlrrc all or these connections. a. The D(wdlcated line For the Fax / Modem must be active and installed to the counter before IT will Install the upgraded computer system. z t I~O& Diagram rzxplanatlons: I, The D5L. line Is to enter the building and terminate at the Telecommunication Closet/ Board and should be connected to the ��II,,�,,y {N�+p DSL. :outer. 2. There, will by two lines coming From the p5L Router. One will be run to the Klosk/ Dcsfgn Center and the other will go to the 24 Bort `7wltch at the front Counter, �? 3. Tb,e 241 Port Switch will then connect to the CPU and to all this workstations in the store. 4. The rrcnch should b1 located 1211 From the end or the I.D. Wall extending From the Credenza to the Counter, The opening In the I bottom or the counter should be located in the front no more than 3 inches From the Front. The for the CPU extends 2011 into r� i the counter and leaves approx. III clearance behind the Cf: --U shclF. This 15 the area needed to bring all the reeds For Workstations, Ll I printer5, and L.Ines. A condult (1 1&') 1s roughed In the I.D. Wall thru the celling to accommodate off counter workstations. o I.e.) orrlcr56. �. Tri,. Electrlc should be run In a similar manner to Insure clearance for the shelf to clear all wiring when closing. Th-- D5L connection MUST have a static IF and Must be Installed before IT will install the upgraded computer system. n a_ Note: I--- It could tar~c several weeks to obtain a Static IP from some D5L providers . We recommend you contact your D&L provider at the start 0 or your project to in5ure a tIfnely Installatlon. J CA D "'DUFf..Ex F'o),r:; R 5 i� til Ul � 1 IIS INC CABE L COXIAL FROM BIG °uCREEN TV WALL (4) LEVEI WIREMOLt Ga5612 WIREMOLp � LOCATE WIREMOLP 4" APOYE :HELVES FOWER WIRINCS Bl(� 5C F',ErzN TV WALL IELF ISSUED: MOLD LEGU EN6THs As RIREID E 5 3Y OWER, MtN. FT. EACH WIREMoLP GS5612 aELF� ® AELF �\ 6HEL . 15MOLD eHELIF ! ! 9BIRIE 0 SHELF � I+ �I ii lllll� l!lill;l illlllll:'j;ll rV .illi 0 Q1 � z t + SHELF ��II,,�,,y {N�+p OUTGOING Q � c + M.tstctit�w3�� SHELF �n TO PORTABLE r� i - - - o TV WALL u!l c� SHELF m CA ® Q a, rn Q 16' WIREI-1oLp TAF n r+ �m Q n1 i r~ i; WIREMOLp � LOCATE WIREMOLP 4" APOYE :HELVES FOWER WIRINCS Bl(� 5C F',ErzN TV WALL 1 \ INCOMING cAl3LE 1 RGs�u 5ELDEN COAXIAL °J NOTE: LENGTH GF LINES IS DIAGRAMATIC ONLY. FROYIDE SHELF ISSUED: "L" WALL LEGU EN6THs As RIREID E 5 3Y OWER, MtN. FT. EACH WIREMoLP GS5612 aELF� ® � 6HEL . SHELF OREMOLP G$B[al2 eHELIF ! ! KY^I 0 SHELF � I+ �I ii lllll� l!lill;l illlllll:'j;ll rV .illi �3 NTAP � z t + SHELF ��II,,�,,y {N�+p OUTGOING Q � 4A!> M.tstctit�w3�� TO PORTABLE r� i - o TV WALL u!l c� v 25 db29 db- AMPLINE TAF n r+ :HEI F Q n1 i '. iii!.; i, .'I •c.i "iii l I, i�, ..,, I: 1 \ INCOMING cAl3LE 1 RGs�u 5ELDEN COAXIAL °J PERMIT 05 -J1 -U PRELIM, ISSUED: "L" WALL SHELF WIREMoLP GS5612 XXXXXX X/XX/XX/ _ Q _ _ M ij1 �+ SHELF OREMOLP G$B[al2 eHELIF 0 WIREMoLD GgB012 g' s=LF %m WIREMOLP G$R612 HELP 8' 0 77 ,.... ....•. �I ii lllll� l!lill;l illlllll:'j;ll rV .illi LOCATE WIREMOLP a" ABOVE eHELVE$ d CA5LEH LUIf;P,ING; POWE-F, UJif;PliNG; �31G� 5CF,'�ErzN TV WALL CO1IIFACT 5TEREO WALL ON E)ATA are NO &CALL .-- r —Fax Modern Phone T 3 dedicated voice lines Roll up Door Dedicated s SEJ Eton 701ec0mmunI tion Closet/ Board J Oq oo OOVo000000aaooggqqa0 o v 00000 v 0ago0 vo o oaaaaag000av vga0a oaaq pp qq qq 00000070 .0000000000000v v 0000000 O0 a 0 O a Q o o o o o g a a a as g 0 a q q 00 a 00 a 00 o o a 0 v 0 a a oU a a a o a as 6" ABOVE CEILINa� c I I anagers 1. ___.. ___ — — ___ —_ Collections - 12VI Office r —. — _ _ _ .___ �. ._ , _._ ... �. i Offer _ I {�• I° CONDUIT -AT-6- 5 NEtttlOf<t; (RED) to tELE15oA Cj � � E-AX—'`� � -- I Customer Files O CAT- 5 PTGULAR (GREY) FOR BODINE sYBTEM T —, �— UUU 0TO GO i0 5ALE8 COUNTER DUIT f1j(()�➢Srt�(t.`- I — \ � 3/4" C' TO ( � ,} 2{"OEl"lPB ONI;)UITBFOR $ERcURITY sY&TEM Credenza �J WALL LJ Wiring to be Cats (Gray) Wiring Trough Located DUPLEX 12" from the end of the ID wall FLOORone 3" and one 1 1/2" pipe II I I I� ELECTFICAL FLAN 'c -D OFFICE ELECTRICAL ELEVATION �@ OFPIC NO 5CALE NO 5CALE ❑ Modem t91 ❑ CommShate II �I � I [ort Switchh7 ni� I Telecommu_cation Rall up door I ( Closet Route— Internet I I " Battery Backup Warehouse f vvvovovvvvvuuov000000000v000v0000v000v��o��yfltiE.�l'.tlOn �ooauuoou000uoovov0000f r�vuvu00000vovu000000v0000v000vavvovvvvvovvo�.:}ov0000000uoouvovavovooa000d for Traveling Corp, Q illi IJ INI[fice nagers� Employees -1 .--Q❑❑ ❑Collections / -- OffieJe 0 I+ �'' -- Not t0 5CIALIFE Customer Hasf l I.D. Wall � -- U I 0 �ase�rt ❑ Fj Part 1 Pa Printer I° o Credenza Printer Printer L.._.�—...._. —..—� .��..� ✓ � L � U ❑ U ❑ 9 tlFa ^U U C q q�~9 U ❑ U U 9 v ❑ ❑ ❑ o U=—[1 q a ❑ o ❑11� � I 4' A._. J .--r_w ......�.. �.� ...,—�. sarYwF—.—...- —.—.� qLegend ❑nn _ h Work Station to Switch (Cat5e Red) Kiosk 2" Conduit in LD. Wall with Wiring Trough Located 1 1/ a Junction box and extending 12" from the end of the ID wall y q _ _ To Router ❑ u (Cat5e Red) thru the ceiling Lane 3" and one 1 1/2" pipe v o Pprintte o Cables to 0 0 o Laser (Cat5e Red) o F�emalning �'n ens (Serial Cables) U Phone Lines_ G (Cat5 Gray) U n 0 0 0 0 U Com, n ❑ / \- - COn501e o \ ❑ U. U Modern tl t- Comm Share U 24 p / Port Switch] ��►r3attery � f1� � o ❑ t--, ❑ ❑ o ❑ ❑ :--: / 8ackuf� Uq 0 o u ❑ pU .. .�.... ��°-,-6�rm�s�nnnn r�n��r�ts �r-� ❑ ❑ nn FO I NT OF 5AL E NOT TO SCALE Ceiling Ht. TRENCH INS D I AC�RAI l NOT TO SCALE ISSUED:—rOR ISSUED: PERMIT 05 -J1 -U PRELIM, ISSUED: l_IGFITINC XX/XX/XX REVISIONS, 7 XXXXXX X/XX/XX/ DESIGN & DRAWING APPROVALS oSTORE DESIGN & CONSTRUCTION DATE: ...-./-_/-_ MERCHANDISING DATE: ❑ DEALER DATE: L --/-- PROJECT NO, 4-102 DR SWING 1 — 2 SHED i� OF 2�, 7 0 0 W he Lave® z z ��II,,�,,y {N�+p Q � 4A!> M.tstctit�w3�� ('(M:IITFt6 �:tC uru r� i � o PROJECT NO, 4-102 DR SWING 1 — 2 SHED i� OF 2�, 0 LY W 0 W CY rr a U Z F -- U h_ U (r Q LL J O Q t� Ln O CD N C7 n O U D ED 0 W 5 W Ck Q. U i- M Z ry Q .� t tt II- I II It � rl 11 1 II tl I 11 11 1 It Ii 1 !) 11 I it II � rl eH , II tl I ,I tt , ,� — I I 1� I I I I I I I I t I I I , I i , � T t k , I t , I t , I 11 ,T II I I i 1 l't I I !t 11 I M 1.1 a I 1 1 I I r l I I1 1, r I II tl 1 II t! _ I I It II I I,1 I I tt. a Uri I ,- I 1T �T ♦ - t r - - It.• -.---r1,1. --- SEC 11011,4 A- A to.ra �YVIT SYSTEMS, it e Energy Way st WOrwick, Rhode Island SECTIC-N A -A --T SECTION B--6 dryvif DATE: 8/2,%05 --- BA Cly rlu%F6: to?M JS: N/A FNS11: QW6-1469 w+c:roc..K DRYVIT SYSTEMS, INC. One Energy Wo West Warwick, hode Islond SCALE: NTS ^f SEC 104 9-6 d ryv►t DATE: 5/201,'()8 M4tEi�r�1_LiSF Grl��A1 nC3rFs (' 1 2 X 4 'K-KX) S RX)S AT b' 0t: 1 11G ;V5TElrt HAS E'EN DEE SYGNM rJ ACC= -Al Ca WrtTH TI{ SCMI4 FLCODA RAI}rrj COOS P74 ED "ON MD Tl# SOUTH FT.CV0A KkDWx COC4 P94 EonorA A1,0 '0 s/a' (3 I'LY) PLYWOC 7 rl5 LATEST SLt f LEi ?T5 2- IW5 SYSTEM KkS BEN TESTED N AGCC}tX?A f %"H 2 A(` 4CE VAT 3 L?4 WALL SC:: 06 Ar G' OC Ar,�7L,A1) F'C04tER DACt 00-t4TY PPOTOCOLS p,N PA A14D PA -20H FOPS Tfil TU7A( Aro CYCLIC TESttry_ A1017 O.G ON NTUAUXXATL FPA .*,G FOR Sr RTCTLQAL AIZ C'YCLX' tES NG -,mc(io r Insulat(On and Finish Sy (e(tl V2' GYfw,,tW ST -£At ,JG 3. n4S SYS 19-4 9V-1 BE Al" UO BY A LJCt 4ZO PLASiF3iTvY• I CCTVT17ACtM FCl1CWt-r� neS W,)T10E CSF ACCiPrk.CE g AkA (T { ITE: CXI✓A JX0 F' _JL Y`, MA M Va A 10 4 'PE PtCC*C4:rvAT0N CIF DGIrAT SYSTb.C, F,r AND 1K Alf SECTK3[4 Ci TEE SOl1TH FLC}([)A Bt liJt4i C(MPAC1O[1 FOLIOJWi�S TIIIS P40110E OF ACCEPT 400E V-kI0 WITH LYJ+' rS ADF(SN"E AO IS A CAF'P1 THE (1ECOi*-E{ ,OA II:DfI OF U7YVt1 SYSTEMS, r -K_ ANJ THE Ff7E CKV-) tJC�TC fl�lftil�. WATER &A -%D ACTNIr- 1 V2'OC Tkf AE�ESNE MAY M N-WEI) TO It -E BACI{ SECIGY CAT T.4 Si7tmt FIUGtjA (v Ci'Aa i'GxYI £I AAf'lfD YY17T[ A 3/8'X V2 tJOTC1l 1RCri L 114T1[ M TC E:, 51yAC tT A A�A1.r:!'" OF l C IT -f 4. nE ENGt•EFR A)4)/OP AW? )IItCi Ck RECCOD ICY? EACH C Adz( [IM MAY e( APPLEE) 10 TK BACK GF Tit PT2t0_ECi U54":, Trrt; SY'S19A 94AU S(Zf ALL SiLO F`QN t -r( TO Q4VI`E CC`t4Q' .WX1 MrH S IOU CfAECIr 4 Aro a Tlf ET•t ;r EER AtnIO0 AD041EC 1 OF rSCO'?O KX) EA(�H h6U1LAT1:Xt HOAP0 13TI-EP %VTC'AtLY Ol? iOGVCIt4TALLY. Si(*SS UATAtC66 AS PEQLMf 8Y Aa OC� 4,Jr.r, C=5 PGO.Ki L61'r. THS SYSTEM SW►ll IXS N THE CC#,A'__RETE �') AIZ THS DOCILE -Nr. /� !. J APA(a# FT1[7CYK 15 tLS1IA13 N c3(iAi7C�. FEr3,fM 5 f,�UAIT(JN OQAXS 5TW BE POStTt. 0 N A PLf44.t; Bi�13 PATTtrlr,t J, OCAS ATV� tXF4r �WTTH r TW_X tPS 0Q PCF) Af pq Am vi r, AL "c 4 TO l`&,kAT"4 DOAM1 S t_t 30 k O NTO RACE TO 1`491ATrON bOAP0. SLOE 6OAr"0 WO PLAC.f APL) APF4Y MSWA 10 Eh19,14 COWACT NIH d All STUDS LISED WITH sAS TY51EM 9v,11 BE C'(-.*itL tt1.Y SLt35TRATE 1v9A AiL N 5?eA(t ICE AfftCb %fA?tW AT rlt NTIPM F1.A1,KX CQ tYAXAL) Ai A 6(AX A.M OF EVEQY S' Or 5FU] LElJ1;TH CV AS SPEC$ED S tflAAnCt,I BOAT7EMS 9-t4E BE P0910,JLO N A G(,f441JY 80rl) H1__UZCJN1AILY AJIJ YFRI17,4'11S'+KL EE STAGC-•EW0. BY TF£ STUD T.W4.lACTu&p. PATTE:Rti J. Aa Sttft STUDS SitkL BE STFACTI,Kmk VATH 15/8' 0��1 CIQYN1 &A_ef COAL FT444; LEXW Ll BY W7 *kV 4rtJ L►! R At1GE 1407TH A/D MAA A MF•1F,1 A Yfil) eA 114 C01' CIA If OR BLOCX WALL SIP ACE 9SA L BE OVY, 144tH P() MAt.O CtT.M A14] WAT RAST. G STPD GTH OF 13OQ0 PSI Q{ SYSAPD Fr.4f OF ATL lC)f)E£ EXBMi frXOI7 TO PtACrJa A 100 FLGCEIFT FC)I Y1 E? -SAID F (l F(T * iV TELt & OEiALS CN Srfft 3 OF 3 ARE TYPr.hi A1,D 9 -ow f4iFNT t DQYVTr'S STNIOA1/U TO FnK'vlNf WATER r1ETAATICt4 ti!O Atm Kj-r > titi T. ("I,Of ETAL.S f 9f1T 3 OF 3 ARE rYW-A, At4D ST+:7Y+ NIEIJT 43 OZ//`11 YD f(TLT?rAK4 G4lJf r7C,f1G ti4 9i SY'StEM AL1ET4,IATE CCTA2.r G ",C) CCt1y1r is 10 PP VENi WATED t.f1blTtA1T t,I NTO V4D BFNt7 TTI? RfIEDDE'b N Elf DQIMI 8 -A -St COAT, TK NOT COVU*q BY 11E 1YI`rGA1 C(lA1$ ASIC 114 TE71jr£k(1 y SYSTEM ALiCT)F.AtE CETAIt-A AJD y£ -CFC CCJrEXtrx� STAACoLv rr,r'focCrz T.tsii SHALL P,E OF Tl•t Lr'_Li'• Q DESIGN P-7FE7jC-t4A1 N C(:Ittt 1TAiq *1 NOT CrJV f;`L0 BY n# r PEAL C(T-4ALS AAE Tlf GESPC*,raITY L/PPK) A Lt -1 tAt OF 2 V2' AT Tlf ECGES PATH CA1YVIT 5Y5T[kZ_ ric {Y C)gvWFt"iAIO()F'VatlIAC37Ytr'&k'10 9•t111S SIr1AK1bMOT fpbAU�[�owH4tv7C.Af/u W1TN Ck7YAT SYi1EM$, rJG MATERkAVALAPLENVASAOSTEXTU7E5 �upah4eti k�Ps�bCO�ow�uVSVIIER Y'_scc,Rpr h.nssPrrlr IT' lsTu{'I(Lav04T.,� l'0(*�,1�• V�p pwt wrAL.` 1A1 J�PI.�b owl i I I DESIGN PRESSURE RATING +/- 60 PSr i APPROYM a UNPLYING KIM it,E 50JN FtCIRI DAt[. DA Uf1AiI4C CaOE PRODUCT COI11ROi DIVIMN avfJ DING CODE EU�tj1PL1i4 cl LvitiCt i PROULlcr NEWEn "-f4YI&A w111t the n widA bukling ('tk(e AtteFtanrt No 0J pk jgL ) E'F'Wr UeIrA e If�a7 IF 1 /4- M mi Urlie ►{+dnr1 a ootnFl DI�lt„q IL LAi?GE SCALE MISSLE IMPACT't-•..-'-. ��'-�...— _.._._...._._ FOR PLYI,N(�CD SUBSTRATE REV: 11/lsr� R.E. KROLL — P.E. (STRUCTURAL); REGISTRATION NO. PE -0038477 SHEET: 1 OF 3 MA (D W S I, JS cD sz1; tE wkva 31i) CC"; nTE Mksc J7Y t SIS SYStFVLFWS BEET+ 1*!9r`E0 N ACCOMANCF YNiH its combing with the Flur(ds pu"IO2 U44f SIp4C7Ll)( f44STKA CVO) AFD TYt'E S ►."TAf1 TI{ SCMI4 FLCODA RAI}rrj COOS P74 ED "ON MD W rM 070) C O"'VYr,1155 WTH -if ac ITS LAt5t 9J3R i.V4TS C) AL10E Rf. UIVAT M POLYSTYD91 N;<V T"4 2- IW5 SYSTEM KkS BEN TESTED N AGCC}tX?A f %"H �OA D WITH DG -W'S K4AJ.S MIXTUPE CX? C,",ZZrS DACE COL147Y PPOTGCCXS PA -202, AAtr PA -,K)3 2030.2 L,"rUU C MIO -S IS A *0PUN:W POLYI.CQ RWO FOPS Tfil TU7A( Aro CYCLIC TESttry_ �U30.3 P PILO-Ct A1.0 Ge"IEZ IS A F1BB? PEt-rO0 _1C) -,mc(io r Insulat(On and Finish Sy (e(tl 00 V,O PLOCEW ACPYUC &kSVJ Pr,CXXC.i. 1TfY AP( LUXE) II By T AMD WAIF!? PVff) 3 iFfS 5r5TT3A 9tA1E tt AFPIfD BY A L10LTfEfl P 4S E{7NG X X >IESffK;Iil IS AtMTH ito AdkESr�'E 6 AFtLED VYI1Tf A ]/$- x 3/a• r.Y.�iCTI WTH 3/8' C(MPAC1O[1 FOLIOJWi�S TIIIS P40110E OF ACCEPT 400E ir?CwtE1 VYiTH P tCiES SPACED A tMX).1 RA Cf THE (1ECOi*-E{ ,OA II:DfI OF U7YVt1 SYSTEMS, r -K_ ANJ THE 1 V2'OC Tkf AE�ESNE MAY M N-WEI) TO It -E BACI{ SECIGY CAT T.4 Si7tmt FIUGtjA (v Ci'Aa OF T1E 1`16 "4 80AM) 0T?#.;J 14V11C;ATly OR C I# X1t2 OrJT AL t Y. a Tlf ET•t ;r EER AtnIO0 AD041EC 1 OF rSCO'?O KX) EA(�H �; PGO.Ki L61'r. THS SYSTEM SW►ll IXS N THE CC#,A'__RETE �') �i CQ KOCKWALL 10 BIWAC NCX EPS 0 PCn AftER A -Mk T�AAt�£�"! J, OCAS ATV� tXF4r �WTTH TO l`&,kAT"4 DOAM1 S t_t 30 k O NTO RACE Alf) Al#iY F"SAPE 10 E`` -".`E CCY-41ACI WITH ,T (± iRA1E ts;LAt1Dt1 3(All BE kFFiLD S tflAAnCt,I BOAT7EMS 9-t4E BE P0910,JLO N A G(,f441JY 80rl) TCJ(AZLX11ALLY 4140 MT>CAL JWS SHALL BE PATTE:Rti $IAGCGEPCD. eA 114 C01' CIA If OR BLOCX WALL SIP ACE 9SA L BE OVY, 0�� DQN l &&SE1COA�TF iVYA� Q{ SYSAPD Fr.4f OF ATL lC)f)E£ EXBMi frXOI7 TO PtACrJa F(T * iV TELt 4 A IOC7 F _ANT F171Y10,U' BASED Pf?CC _C T. T. ("I,Of ETAL.S f 9f1T 3 OF 3 ARE rYW-A, At4D ST+:7Y+ NIEIJT UfMIT� STNJ�At7(j iTEtY4nClts MEST4 10 PP VENi WATED t.f1blTtA1T t,I NTO V4D BFNt7 TTI? 4.3 071SCL YJ F'WGkASS pEt1KIRCt1G 1.f SH SYSTEM ALiCT)F.AtE CETAIt-A AJD y£ -CFC CCJrEXtrx� EI,.[+ECf'r.SJ N TI{ C01"Yll &Ace COAL. ltf NOT CrJV f;`L0 BY n# r PEAL C(T-4ALS AAE Tlf GESPC*,raITY SiA)tIAi" PtlF0?CU,- LLt?4 %DLL M OF of L1�FEil DEt.X.N KX FES,"' 1 N C kakTATC_`fl LAPPED A l-#-JA.AA OF 2 V? AT ALL ECGES W1TN Ck7YAT SYi1EM$, rJG (� A?M VFFt-49i AL VA1ABE AI tA=IXS APPROYLD AS CWKYiNC WITH THE SOLITH FLORIVA BUILDING CAOE DL 1fe �'� 19� - ,. .-...� R_-- HY PRODUCT CJ'tTROL DIVISION BUILUiK CODE CONF'LIAI,CE COICI ACCEPFAnG[ dFLT, .�2.' Dz �. 02 DESIGN PRESSuaE RATING 49 PSF \ PRODUCT RENEWED Ck I I \ 1 its combing with the Flur(ds pu"IO2 U44f �1�iii Accrptarcr No N-010 t ,GI EAId llah r l�b� essure E=qualized Exterior Insulation bY� I :7tyti'it Inlinity SVStc'nI Mira( Dade Prudurt V4"tTet n(, LtIDr 11 LARGE SOLE MISSLE IMPACT" CONCRETE OR CONCRETE BLOCK SUBSTRATE R -E, KROLL P.E. (STRUCTURAL); REGIS i RATION NO. PE -0038477 REV: iV15/99 SHEET: 2 OF 3 Florida 13ttilding Code Online Pale I of"' IQF �h 1F : �tl8 De atrt,I,�n� of mmani#y Affairs Buildin C�►de /form pian Sy�t�m Communl Aftm I Tyre Defafl C) cr v'n:ry; Prr_a.luC.l SEilfc(-r CkalanU ,rll: Product ll savr SeHrch Af,pllc:�di(m ✓'LltsuhraYews, U:.wr1 Public UUset Not A LvTc:iu(cd witli Urganization - Application #: FL2030 Date Submitted: 03A)912004 PrOdUct Manufacturer: Dryv(t sy-,tems, 1.11c Acilfrv1s/I'honcleln.lil. One Energy Way West Warwick, R! 02893 TeA Iuticr� Rt )Tesetttatitilcl: William M. Preston Technical Reprc.ca native Address/'Phonefemail: Dryvit Systems, Inc, One Etiergy Way West Wanvick, RI 02593 (401) x22-4100 bill cz,dryvit.CoM Category: Panel «"alls mm Product y;= Apprevol Subcategory: Exterior insulation Fitlish Systein r!r Evaluation Method: Evaluation Report from a Product T;valuation Entity' Referenced Standards from the Florida Building Code: Sectile 5tandlar,o. Year h�.all:r TAS till - 1991 L 94,•1'As 202- 94, TAS 203- 94 c ASTM 0297 1994. • 2603 2001 Foam Plastic Evaluation Entity: Miami -Dade: BCCI) - EVI. Quality ASSLIrancc k ntity: Omega Point Laboratories Validation Entity: Arditectural Testing, Inc Date Validated: 6sENr=1�►L NOTES .d Florida Building; Code Online http-,//www-floi'ldabuilding.org/pr/pi- detl.asp? IPF=203O&fm-ROSrch vRDOv tttt(K .. _ uR S.W. I RA KeAri - WRAP ORi YIt pM(lAl{MSN SI MI Irl I•'� i" P%-&"AtlLPttAS" co (PIS SIT NOt( 1 . FLAS.4K AS OQLV IO $Y 4TKIJ ' S(AtAW, I Ott(AI, CIS WUA Al1[M Cr Y vt t IN" NYnI At"DMt W1 WSH IAUDUO w 0ASE (CAT t4tivIT ,C?[Srvt SuetrAAet vNDDx ST$I(H AND S TAN S 0119RS-4I11011OVISUA(C9tvtl(n WINDOW_ SILL URTW1-tOHPAhaIE 5(ALAHT WIt" (LOS(p ((t, EACr(R ROD BY Otr(RS N MM(f!L-1 HN WINDOW JAMB w-a.v,A.w DRYVIT SYSTEMS,�Ir One E=nergy Way West Worwlck, Rhode Islond SCALE: NTS tAAKNO 5/26/2004 i-- SUBS IRA!( ..- I:K'YV11 ADI#Slot 16Y 01KAS -#L DRTYIT OUISLILAION SYSttM ~ EPS NSU AIX* WRAPt DETAO tl%m S4 TM t1•I Kw AT DIITYIUSCYRSIX Of IIS %(I Kt( 1.. �- DAYYII aKA)0l" OA COLOR PAI[- LM SU" A(( TO At(C+Vt U ALAN �- [>'7YYsiRfL4FDRCIX,KSH tMB0Q(D N ►ASE CDA I �- URYVIrFNtSH dryv*-` DATE: 10/1/99 Authorized Signature: 1 valu146011 FCst 1�cporls Uploaded: Install Pion Documents Uploaded: Product Approval Mcdw Application Statwst Page Go Page 2 of ? William Presteitl bdlp(rzldryvrt.cona P11D L03: L1 0 i �6l 4144. d_( FETID 2030 T 010240..pcif MC) 2030 1 0107241Jy,Pdf Method I Option C Alq)lied For Pagc111 Pp/Se Product Model # or NAme Niodel 0eseription # �1�iii essure E=qualized Exterior Insulation )f)3U. l I :7tyti'it Inlinity SVStc'nI vid Finish System kxterior Insulation <md Finish System 2030.2 ryvit Outsulation Plus Ivith Drainage �U30.3 Dtyvit ULltsulatlon SystemI -,mc(io r Insulat(On and Finish Sy (e(tl ISOLATION SYSTEM DRYYIT FINISH FRAWN", DRYVIT RENf OR(HC, K" fmf.DOrO N ({AS( COAt (PS I+SLA A TON CWTVIr AUtESI't[ WRAP ORYVTT D(IA" K'JI $0 MH Q1 MW Al UWARS" OF (PS S(( *VIE t SLtt�slRA rE DRYV11 O(MAli> I.6{kyRR [Ot 5A P"96 DN SAfACt TO N(C(IYE StALANI DRYVII-t"A110LE S(A1 ANi WIIH (LeS(O (ttk 4ACKtp RD7 F410/4•I MIN F(ASHI!14 AND StALANt AS t(OUR[D tY OTHERS �- )AM$ mSHIMS Next I ,, I, Copyright and Dfsclalmor ;X2000 The State of I lorida, All rights reserved. 10 ""tlu ISIAATOK SYS TIM DRYYIT FLASH FRA.!SH(I DRYVtI A(IHFOR(►1{.ITfSH (Mbf0U O N bAS( COAT IT DtKkS CIRYVIT DUIMATION SYSTEM -,,i•• "tic "STAA(E x DRYVII FLASH � 4 Vi/ Rf 11rQr1 (i�Ki Mf SH • 4 DRY ' MRrE"D IN BAS( (OA1 � .• - •, v EISIxSUTATUH R q�' r'4 DRY0 ADH(WV( • A , WRAP EWYVtT DETA�1 K$H SO M411"1 , MIX A I LWASNI( Oi (PS S[( 1A1E r 4 �4 • _ ,r ORYV4T D[MANC*t* Oq (O0tLL* PRuyI- ON SURfA(( TO AE(EIY( SEALANI ' .a bRYYlT.[tY+aAiM)Lt SfAIAIIT HTOM CLOSED [LLL tA(RER RC4, SY OtKRS fits NM 0/411 MIK Ft ASItNb ANO Sf ALANT AS KOLW40 BY OTTERS AND SItIm WINDOW HEAD ti'S IrsLAAT;oN mt aPPRGYU ,;s CoyfIVING 'aTut SOUTHFFtXIDA ®t U)IM (X [ CAIVIT ADtf&rV( OA.TL% _� WRAP "YVIT DCIA%- K(SH S4 MM Ill Of (PS S(t Holt rPACOL,iCT CONTROL DIVISION AN Al LWAASDt . S(>dSTRATC Butwlm CODE C APLIANtE OFFICE ACCEPTnf:C1 NCD,- _f��-Z��l),�, DATVlt OFMANDITO ENT UKOR NRI[ ON SURFACE TO T4t1rVt SEAtAMT 04tY Ytt-(oM4F'AitLSI E Sf AI AN}k11H Cl01CD Ctrl 6A(A(A ADO, pT OIMRS „(T/t'( MtI FLA &MM Aro Sf AI AN T 1 AS ACOtilPtO RY OVERS ! 7 I �` •�'� i G� Pk(1DLICr kfiNE;µ' - 1 rfit) VWX* S=YSTEM 1 l P[yl with l►TC linridt. AND SHIM Art,rprRrrc Ne 42- Cd+2 �,, Dt lEsp(Y U+rrc 9-V WINDOW DEAD �r` THY Qe PMdt4ci (`A Wil'-IDOW / DOOP DETAILS I71:V: R.E KROLL --- P.E. (STRUCTURAL); REGISTRATION NO, PE -0::4038474 SHEET: 3 OF 3 F "FPODUCT ,4fi F5�,'0VitL ,4NF-,) iIANUPJALGTUfRE5 iN5TAL LA i ON N,5TF,)UCT IONS F0F�: EXTEfR1OfR INSULATION FINI&H 5`'5T 111 ISSUED: FOR PERMIT 05 -31 - ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: Q XXXXXX X/XX/XX/ DESIGN & DRAWING APPROVALS ElSTORE DESIGN & CONSTRUCTION DATE: MERCHANDISING DATE: ❑DEALER DATE; - H on. iii i11 �1�iii Q • 00 Q w A WW oO N 00 / V Z ) X X �L t �t 0 THIS DRAWING SHEET IS NOT SEALED BY THE ARCHITECT, MANUPACTUREf PRODUCT DATA AND INSTALLATION INSTRUCTIONS AFYE I StSENTED HEREIN AS A "QUITMMENT OF THE PLOpRIDA BUILDING CODE, THE ARCHITECT ASSUMES NO LIABILITY WITH REGA TO tHE MANUFACTURERS PRODUCT OR THE MEANS ANC) METHOD OF THEIR RECOr-t-1ENDED INSTALLATION. :::: iginii��%lr i■IiMll on. iii i11 �1�iii PROJECT NO. 04-102 DRAWING SHEET _L�OF?�' 1TbA11C U.11rNTLJ 'TYPICAL ELEVATION GLAZING SCHEDULE CLASS TYPE 9 16" SAF •-GLAS BY SECURITY IMPACT GLASS 1/4" HEAT STRENGTHENED OUTBOARD LITE 0,070 P01.,YCAR80NATE 1/4" HEAT STRENGTHENED INBOARD LITE T"*Pl(,'Al GIASS S17F = DLO + 1-1/4" DESIGN PRESSURE 88 PSF 1, SEE SHEETS 2, 3 OF 7 FOR PERIMETER FASTENER SCHEDULE AND LOCATIONS. 2. HOR17ONTAI, (C)F-TAI[- .3/15) IS OPTIONAL, AT ANY LOCIATION IN ANY HAY. 3, DLQ = DAYLIGHT OPENING. TYP. 0 TOP tt BOTTOM or IN T ER MrDl A IE MULLIONS F- �YE66 GRADE a/Jt: ` [SOUTHERN FINE... I - T 16 OPTIONAL 515-036 STRAP ANCHORS i III 8- LONG @ EACH rr CIPTIONAL 575-036 SIDE OF INTERMEDIATE !1 TYP, @ ALL INTERMEDIATE VERTICAL MULLIONS lAAX, ILC S!IL 45-1/2" x 115" = 36.3 SQUARE FEET MAX, VVVV 1) VV V V 7 V - --- i fifl 6 6 A !WOOD GRADE 2 FASTENER LOCATION SAME AS HEAD I SOUTHERN PINE C- STENEF LOCATION E R1 N/1 ET E R A WOODU T F -N) T E bbhb L66A L F A" F N E R : 0 > LrW 1n W V) I- c� Cr Q U Z U U Q J 3 0 a 0 L6 O O N 1— r 0 IX CL 0 U Florida 131,111ding Code Onfine tak�lan�ear of Community Afftiim r Product �� Apprnvol Page I of 2 Bur�drrr de 1 �nfor ti�►rr �'ys��`em PloduCt i4.li{iY ::1-yan!zProdud Oii*wo Scilrrl; AprAl .Etion Akn;:?Ohment User- Public User - Not A."oclated with Organization - Application 12144 Date Submitted: 12/C) 1/2003 Prwiuct Matiukictiimr: Star Building Systems Addre.ti/Plione/unveil. Sit) South I-35 Oklahoma City, OK 73 t43 Tu;hnical Rcgare*ttative; Technical Representative Address/Phone/email; C:ategon,: Sukategory: FIvaluation Method: KNirott S• Kini 3KjO South I-35 (Alahortia City, OK 73143 kwon.kimf starbuildings.net Roofing Non-structural Mural Roofing Evaluation Report from a t'rodurt Evaluation Fritith r ., L ' i`i rl`tFloridafc 1 4� d H t til the C rt~'i . t ud. rc . t Flr,rldi 13ui1dttr�..(><lc. Sc�.tio a Standard cl Year 'I'A S 100 1995 'I"AS 114 1995 1 AS 201 1995 'I'A S 202 1995 TAS 203 1995 i,,\`aluation Entity: Qualit}F Assurance Entity; Validation l.:ntity: Date Validated: Authorized Signature.: Miami -Dade 11CC O - E VL FM Approvals - QA hurricane I?ngimeering and Testing,, Inc. Kwon Kine Kwon. Kim@,st arbu i ldings .net Evaluation/Test Rcporty Uploaded: 1'11TJ_1-244 T i ad -v SS.t;~rdf http://Nvww.nohdab uiIdirig, oryjpr/pr det1.asp?WT==1244&fm=K0Srch 5/26/2004 Florida Building Code Online Page 2 of histallation Documents Uploaded: Product Approval Method: Application Status' Page: Go PTIQ 1244 "I' t-ITI, Lettertxif Method l Option C Applied For page 1pp/Seq Product ?Model N or Name Model Description # i-', 1-1-1 ` tnrShield roof Systems metal slandin = Selma root Next CgpyrlQht and_C1E�ctairttsr ' 02000 The �tgta of Florida. All rights r9sen'ed. /11ry 1 -' y. Hurricane Test Laboratory, Inc. L'0 'A'S avl0-til' 1 , ' 001. elv an S. KI -i1 )i.7. c�- r 'r(atl'.art Stat EiWlidet'�� }�'�l.eltl5 Fr00 SGI til 1.35 QI,I�,Ilt:tl'a City, OK 731,13 Re: Stw-Shl"::ld Upl:f1: Tess: .�at.;a-Siti:itJ Larc7p �'lissjl�: Tr_:�t )ear Nir. Kim: rnterrler: c.rt9aif: r' y �IP<I�G ,r Tn,in.<: von for usi+no Test LE)borxory, Irc. (HTt j for :C'sting of the StarShielc' UF:it <Trtd I.?rg: "'7l Jl{� csi.�. X4,1 i1'I"L s,:.' ar cs°dL'� tl�e rt tp,,rtLrl-ty to war'',.'jth VOU aS YOU arra —_e:d b hr,augh the prt;dlic ', zpprc!'�cr11 ; Irr1C,oi,,5s, , ncic•sp,l in tfljs rept, /r?J 'will fir,, the fol''ov.,inc: ► LLL7Gt,ors,-wr [or both 47:'1E•_ Uplift lost and the LrarGr F•1iS5�1� T�-f-r 1_2:bcrar:nry _P.sl k.cports ror blah rl,e Qol'ft tesl ;��d ren' arse P'Y1 ss'.IC Tr`~r • One COD'/ O .f :�iceo It 1`^'1 4 ` L C1151 -C7` ver sura,ey appiec etow �a of thr sl,r4e`;o 'vvf1',.. r2i1 be tw' s rvc 'y;-yU in :i1e, i tLre. ri 'v'i?L! have- an;, C.1Uc5tions.r co.ntdct CIL 0111CC. C.r.reIYr p.TrANE TEST IM -ORATORY, INC. litaIr, Cc, hTf_ "JI.'e (0120-080+5-00) H �'_ Fi:e (0120-1204-00) HTI_ Flip (0120-0106-01) �J ' PRO 111'C"1(r C,1N'I'1cf. 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'.11 I`).,..1 � rt tt 11 ir;;:•;,;r `:1:::11' :):.:..'.'t)tr:"L'',• A PPItC VEI); 111 222e`20H),I..ilt: k ou:',.,t)1".E" [;:I'.:: •`f41�j'..';j'.0;:�:w��''•!i'III'.il.lL�1:IW;�1.k'J4.4s,;l�I.ol.•...:vc•;,�1;�s.[w; I1)ti'1,)1vt 1:1:1iILl IIJIC'A,; I!lr,L!t:.1Slu"AU .IEIriIEJi11+;(Ir1!vu, riliiv 4'E11lt IluEl'l't1:lti♦: htlly: 1,w�141.t�',tl rilrEy;4°t�tl�attlttat:,t'+alts fi F,'ODUCT N5T4LL4TION NSTF;,)UCT ONS FOS': 5TAFi 5UILDING� 5"T'STE1 15- MET,EL 200 NCS ISSUED: FOR PERMIT 05 -31 - ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: xxXXXX X/XX/XX/ DESIGN & DRAWING APPROVALS STORE DESIGN & CONSTRUCTION DATE: MERCHANDISING DATE: DEALER DATE: a Ir W . j LA_ w Ac Z Y �0 .. z x� Z >C W 1 if$FNi' T 'wes 0 THIS DRAWING SHEET IS NOT SEALED 5Y THE ARCHITECT, MA"PACTURER 5 PRODUCT DATA AND INSTALLATION IN5TRUCTION5 ARE FfiMSENTED HI=FAIN A5 A FEaUIRSMENT OF THE FLORIDA BUILDING CODE. THE ARCHITECT ASSLh 5 No LIABILITY UATH FEGAFZ, TO THE MANUFACTURERS PRODUCT OR THE MEANS AND METHOD OF THEIR RECOMMENDED INSTALLATION PROJECT NO. 04-102 DRAWING F')4-3 SHEET �9 OF 26 X11 C, E W� �2 o CD tp L Y'•yT-y` � I U UM 00 ro o v �2 E w �Q U �J n — q CQO� _ I �. � n O o i >< o 7 o Ir � m \ r~'m�I mID PROJECT NO. 04-102 DRAWING F')4-3 SHEET �9 OF 26 ♦ry ITU ,,.. .4_—„ _...._.._._.-_.,_r—I�n1�bM+I ..aL.t.,hMf.,....__._.....,._,_,,.....•.».rn..+.........-....•r..r:._:rrr.r.._w._,•_.-_.-,._.+...+..._w+n.,..._^•^_'._- __ -_ ,__ _ _ _ .•+•••.rw.+.._..__. ra e " 'ANLEY DOOR SYSTEMS �-. �__._t�,.t.• I;l_. r . < iVrRSLL wt"Jnt-- STA TJtU S it :1, kuGg UUT :i4 dN tt A Q! hLEiJ J rE f ^ ; "I 36, 75 VAY, _ _ J f. i Jli' WOht11:,L'4?wzIFLM."SWAN,O(X)F9c:aF �� 4ht1 bf{+Tdi_i ?.l.t25' FR•{:'•t; �:im:: 9 f b ,; " Y ,1�_ � r ' �r' ' . --""" ! tG s "f a 4 �._� _ _ J A Q �► - ---------, ; i�P, 1 Z _.-_• sPACa�Pi SCE Nortr it still Phil: 1 { rtAGHMCN1 SF,tCtrlC SEE IifirC �2 +r � R•KCP 771. 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Cnmrr,cr to cJJ rrgrr,g .and1lvnaj (S' :tk;l1.I' !J cxatdJ x l = O�. r, Ywn:1.�C Sada,-Ile, ..l;truriat> _ 5.,ia"• ry xv I ,' r'r L<L sL :alb 2{ CA{17 02 ')ntlrytl7W n t!Jtkre : ` ,, >.. 2 0 a $ ttr> I r r� a "s. ,,, m `a+ _"_.,.._7 t: r Sl G4.A.iINC r.E GL.A11tvc -i '� kz GErAXS 3 jOVA" � ° 2 to � 1 �•:/ A r w� �or 02 J .EX. -i , � �� t - _ T_ _ lJT1i t7tANE DOL kA P d[sm^ PA pie 1@^ SDert 5530 tl3j KLYPROP LK CE ASA Pti ntsc stdr ASA 1D t::atrnrJttd steel A -;?5 ronvnttaoa v�d,t Axr t cr ArM ti7.0 w'th ylrld siferaQ{h Fjr'rnin.•25,140 ps( i L 4rS[GQ:. l aiyvralhun• taom curt, yt, uX,u�'� vs. c •# a ! CIT j n SLE r4o: fos , SPACLt4C S NOWN. 91 M" tilla SI�ICUNE 119 S.y�x 1 3 T ,/� ry 644 f I D Y Y .". ..t; 1.7 pet S . dt,,�J BASF. Ur 'ALL hX}ITIy h«- - 4r, L W 'S r ".� SEE NQT FOR t ^ z�155 1 t?Y Y L $ t%/iNJO 4 LP S 1 ,,Al,l. ,. 1 "-hl 1r ee:ryefet SFr _.._.. _�.. kF911 413t�,(f lk^s�.AZ7d �1tk3 e R _ _. -, " Ir'_I a _ ore a to rO. 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' • Ir a t6 1+C PDu >� t :? ,in.p !!Iles, Thu herl/oMlnf wipes d. the pont! 919 del r�JJ a 4i fy - �j PANEL TNK, o p 2'T ►.DD P}{. I x GI i1 coif forme 1 rued the rnQ.t fMz lef ddt stita !c form a i (41 ,_. v 4 1/ _ - , ( o .. y J n r Mechpnrcai ioctl Prytfv ore tta ooish war•g a iwa f ai a r'• a /r 1 tr. , I 4 a t Yo•` : SCREWS t, ' 1,'•' P ° • SLE Ill Spit. !^ v - gto.ed `Itce ptaet a u44 /terve a(IR mNa!ed de r+eldh CP1nld3. j / rr r f 0 i 5 1 4! • °1 ° 1 ' o I , 2 FOR N "• • t! . 7' 4 A raPY1L i`0 TRIG �^ � SEE !t'Off J t i` I 7 - � fl . o _of 1 . d.'t a -� �•, _ TAILE OF CCWTLNT5 _ _ Ii %' i / itEE -- _ _ __.. DE5CRIt'iIQN i �..._,._._ �, _ y -L i(z 7 � TYPI�I,I rj Fw�A k�1f5� i I � II ' 1' I W = o :, t 'a'M• ' ♦ � • a , 1 V 4 fP � UACON OR i ttw 7 1 4' LC: STEEL %4'1 I 4 tEK SCREW 1ItE PRA11t[ ! STEEL rte' . 1 2 vrRFCAL, t" S3 S£C � iLl»tet tdAtERt�LS { ,�_...._ ;sem_, ,. _.« :s �.�. _., ,..._ ._. z ,1:.aw _ __ __`—s zae I_ w •le, 1 1 1 1 p 1 � OR III NAA 2 10 tx GK w " _ A '.G 8 ...�.'��....... ..� ._.... _ktaR.ttG to 't5 to U N4S � .J.�4irSLl`..ii�l'�..I,L�ti/t�Y OxO �c i1.�. TO4UIC FARPLIf'-iIO7A 14G 5 Se A ACt 1 ��" ISO:=__ /SlLEL1IES..E1E�hlt J r _ ' ��y�d e .,�r, I I w,s+w-s +t I r�i :..._... - r - "•"'-'• _ 2CJl SSP •C .2s' kaft7l s• kt3rES J, ! S' IItd44 z ALulrlNlb! 'e MM T '• � �4. �Irw•ctlo !,dB 1,72 BllffX STilt PCENOEROSA!PINf IIIC A r:fa5iitT4i .._.._ ---) " y v 4 v 4 tw 6 Mt bJ t r 1lBiYaS i4Rbi5 EIfB IS rte DoWIV At oil CDURAk'1i0tI Ar61Q31 P iii 140`3 3 91T, ►tJAx4A%fRAM ti a ryf.Sli�1 vNE eSIJRE AA14nC _ _ __ ,.•_ ._Tr_ ...." _ — T _.__ _ _ _,..,. , «_. •ba,aavca"str n, �kffrL3Y117 ci - -- . a T" " 5`, 74', Ar 1 % # ixrswYE t6i7,Wl1am11 �a 12 27JCL1 t_ w/kCYtetiVJWllrlaNflXMt tWCt12 21A 0r ITP JNIT I'Y W4[liE_WA ER !N %rRAT*N REGLt1NLi4L'{r ITS NELD%D fYH tl l± ___..:.............-.-�...........- .. .. _..__ _�� F..l:.l...i1:...JDI'.�.�I. St)lrrw Pr#:.4t-r.l lt'iy11. :'t.GLF !SU0 4'aF -Sn-4 tsSP 1 GtCUt r1,�ALI �' -- Ails K474dSdtl r. ..._.. _ -- tre tnr .rytt_ _ "" ry t•, `� - ... �. i� _ l!^ f k { 4 _ k� �L�Uy,. � " txAi U 3 � i�� 4"A'� 2. $G►tKJ R itEN 21: OM INC r!iP#N lAL i ASTAAGAr IS A5 iO4LFiM_S TOP Dtii�1 u►rcw+laxSCDtf°troC'Attrltw5 r e:.. ..,:. 2 i7 C►D I 'al• v«a fh t.R1 t � .'` _-(-. rrr UCl16LE i aU 4AJ FS` dlt�9t iJA A T > L4 ,U C3 Pyr W/HUt(�IU,J?F9 H 15 t. pity"rCcvfszv,r vl i t rtICr "r R'H ? Lnc G;'--- 4;tSFtiS t 1/ Note' sPAsarc rnR ,TEu 1�r, roc at 13urrou 'r ! r�to>i cn • s r) tr THE ceNTLR. ' pra OtCNM:II t �L"" / .' .�,a rotsrwtwlectmt sr«. Irr Aq _ a _ 40141 .i I,' M+lf. BD'r4DW UP; D`. 7 t%2 . i', 1 1 ,t , j", a! trwwl�.j« I.1S' 11Y' k 2Q•, orArr.1 Etd�, d_ 44A N trS1NC, H0l4E5 MACNEIIC fYPf U► rllr. Ip1 rpt ..._ f' a,r,wt v{/yaLu cs Iso.o -AttJ I :r w/tIFLI:u Asp : �iG ' stlst p r w 4r�aatJ,i4 I) A51. _ l tcetrs � clzv t•, �It {ts) t/? , 3fl 3/8', W k 61 0 J 1/4', 13 J/4', BPP SCROVS a•4, 5/®'• utrars/Ie� �9.r1 _. s {[RSWtR [SIi iNE 1'RIWE VSE Irilrf d JJ) VAS �uoc�rlalatt rra ;r� �yw,t _ �Kal ^1. 7, _ tx►r or % N a----�•-- 7 w'i % tti H04ws COMPRESSION ME 1MtanlEi!$tRIP, ee:'t'I�t6CtCa'InuTt1 Eorrv1 13Dab Ow THE FRJI`.E All _..'...........""" �._ l,t+'L€f°iMICt.•,t"1 � d„,.,, Ott 9.r � 1' '� p�-- TY' MT 1 •r, pl r� •"yy n ~� •I DC TAP ri —T Ln CD 0 N I r� I t� 0 LiJ Q 0 F- tn a J k rn7Tt [Ea ..Eaj P, m » RE� , CS J kE NOTE Atl N� MCIIWWea@�vj SEE DV1Afl •G' 106 AfT1ACH WRISaS ASTPACAL I 6VLI t+s 0o SEE 0t7A1%'p' SK 5 ya ,. F TYP. SCE OCTAtk `C' �:im:: r �z «i 4 1401E SNIT. 5 ; i�P, 1 Z o 0, 771. LA. r U h m I 7� - » » � A A x is o dFri�tn Z Itl�� l J .. Xn TY' MT 1 •r, pl r� •"yy n ~� •I DC TAP ri —T Ln CD 0 N I r� I t� 0 LiJ Q 0 F- tn a J k rn7Tt [Ea ..Eaj P, m » RE� , CS J kE NOTE Atl N� MCIIWWea@�vj SEE DV1Afl •G' 106 AfT1ACH WRISaS ASTPACAL I 6VLI t+s 0o SEE 0t7A1%'p' SK 5 ya ,. F TYP. )Q T5' AuJt. • . f OPT104t11EL AllGRLL l • ' ! O 0 CR 000RATNE UTE NEL PAWDT4' . d , • AIA1 SPACE «d n ••r 19 -76- rCMFCAkD r 0-• 0 E 2 F INTE4fOR L1h4S •• '400.- O L7 6 { i 2 MR SEPAGNO Ll7. C ° Dl<TAtt 9 R, 07 gp L =-, --J L ------- A_J 13 � PF k . k4 a � Jr6 ►J r %✓ I SCE OCTAtk `C' �:im:: r ■di• a 4 1401E SNIT. 5 - WAXV Z o 0, 771. LA. _ z r Z x is o dFri�tn Z Itl�� l J .. Xn c zr w' O u 75 n II' F Cf� SEC OSTM Y f reorc skr, s n r�, (� _ r In - "t E re • ,�8.13Ab'i3�1.5li�.. fIlB .S• 4LA,4S 8r?E csc - r a cL.Axa�•w t g SEA-,AAJW BY WL ,tZ5' TE1JP4iAiD 6 GLASS )Q T5' AuJt. • . f OPT104t11EL AllGRLL l • ' ! O 0 CR 000RATNE UTE NEL PAWDT4' . d , • AIA1 SPACE «d n ••r 19 -76- rCMFCAkD r 0-• 0 E 2 F INTE4fOR L1h4S •• '400.- O L7 6 { i 2 MR SEPAGNO Ll7. C ° Dl<TAtt 9 R, 07 gp L =-, --J L ------- A_J 13 � PF k . k4 a � Jr6 ►J r %✓ I _ .5" CUSS arm OSD -1 a GLAVINIC SEALWT ay OCk AW T10C 0 GLASS OF`TCt JNTERML GRILL OR C1'_WRAIX UTE ,75r AIA SPACE NOTE• Ski, R SPACIA4 1 .JdSi Gi:nNIr, DETAtt BQuit L 1r AtS LRE FNWr OV Sporiil PoiIyum PP5330 CIJ or Tr{rytty t C ASA PailrCemooricrs ' N+'Ftt+KryA A Co4v�rixu touw1,1,4+A��UI�C4lL E c 4 Ota NtApOrMKxt'� tYt CDa?clolJvKCbt*aCK 10 171 .!._....._. i ....... x.5815' � � __ r�-••'" I. € OY' � `r�-- .. ,.�.. „ � ..� �„� 1 !ri 1 01. !-•_ _ t 1911' ---1 1RI:I�t1L Imo' �k tt¢IT !" lac)_ 51 JtE -� �-- . nil s • .. .... � i � TOP. BOTTOM dr S4C .00' tr•IK• SCIEL WLQD SfUfU[C._29_WjE-A-x.1,.DOOR E ASMA&AL MS 1.43s, ri! WOOS IfiATTty Tzsaa, & r2 T '1" ,T/1 " L, �► ;-- r am r 0 rip 7 —T Let DtN. `A • 0 X12 Z 41 9 L ALLU 1 >v ti Xt at tl;�il1'� t1�K�`.s.s" .5' C5" • 59 ` o I k DD1 Sparttah T'tiJyetm PP3330 Cts 626"M Ttlhily frT ,SSA Po► cofbo,-cle Ute Erp+r}te 0 CD xT 1 @CD � 1. T CD 9R5" 4 �R.: i lACd�Jl.1uj , s55!W& JURESU= S2RtXE FLAIE t,S7&" kifalT�It � IWE F''t,1EE MPR6&5 .R?aB' STEEL �..^.-• eutrlH a --�-•- 4.SS25 vi ~ � I%+'S��rEGa;t.�•.,r,a.,.,,.,,, ,t wsr 1��'t7�acl } j fill FLLI -1 } .175` fir }; u•r m _i1W � F ItAOLixYlc•eMC ixgwha �t� .•`�' 6y (}NPT ,^QN W[ATHER5TJ7iP fl6�r!G[ SGE{SRtMCEG' t3�68 V4f10t} iAA4�i AtGtrtAtiGE+{°bl, .T�aMrPr!N u[tr a FF,ODUCT AFFfROVAL AND �ANUFACTUf:E5 IN&TALLITION IN5TfRUCTIONS F-0 : 5TJ4NLE�' FEXTEfRI0F�,) ENTfiR�' DOOfR5 ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: 0 XXXXXX X/XX/XX/ DESIGN & DRAWING APPROVALS ❑STORE DI -SIGN & CONSTRUCTION DATE: _ MERCHANDISING DATE. ❑DEALER DATE: SCE OCTAtk `C' �:im:: a ■di• a 4 1401E SNIT. 5 SCE WAXV Z o 0, Y LA. .NN. z r Z x is o dFri�tn Z Itl�� l J .. Xn c zr w' O u 75 II' F Cf� SEC OSTM Y f reorc skr, s n (� _ r In "t E re • rh _ .5" CUSS arm OSD -1 a GLAVINIC SEALWT ay OCk AW T10C 0 GLASS OF`TCt JNTERML GRILL OR C1'_WRAIX UTE ,75r AIA SPACE NOTE• Ski, R SPACIA4 1 .JdSi Gi:nNIr, DETAtt BQuit L 1r AtS LRE FNWr OV Sporiil PoiIyum PP5330 CIJ or Tr{rytty t C ASA PailrCemooricrs ' N+'Ftt+KryA A Co4v�rixu touw1,1,4+A��UI�C4lL E c 4 Ota NtApOrMKxt'� tYt CDa?clolJvKCbt*aCK 10 171 .!._....._. i ....... x.5815' � � __ r�-••'" I. € OY' � `r�-- .. ,.�.. „ � ..� �„� 1 !ri 1 01. !-•_ _ t 1911' ---1 1RI:I�t1L Imo' �k tt¢IT !" lac)_ 51 JtE -� �-- . nil s • .. .... � i � TOP. BOTTOM dr S4C .00' tr•IK• SCIEL WLQD SfUfU[C._29_WjE-A-x.1,.DOOR E ASMA&AL MS 1.43s, ri! WOOS IfiATTty Tzsaa, & r2 T '1" ,T/1 " L, �► ;-- r am r 0 rip 7 —T Let DtN. `A • 0 X12 Z 41 9 L ALLU 1 >v ti Xt at tl;�il1'� t1�K�`.s.s" .5' C5" • 59 ` o I k DD1 Sparttah T'tiJyetm PP3330 Cts 626"M Ttlhily frT ,SSA Po► cofbo,-cle Ute Erp+r}te 0 CD xT 1 @CD � 1. T CD 9R5" 4 �R.: i lACd�Jl.1uj , s55!W& JURESU= S2RtXE FLAIE t,S7&" kifalT�It � IWE F''t,1EE MPR6&5 .R?aB' STEEL �..^.-• eutrlH a --�-•- 4.SS25 vi ~ � I%+'S��rEGa;t.�•.,r,a.,.,,.,,, ,t wsr 1��'t7�acl } j fill FLLI -1 } .175` fir }; u•r m _i1W � F ItAOLixYlc•eMC ixgwha �t� .•`�' 6y (}NPT ,^QN W[ATHER5TJ7iP fl6�r!G[ SGE{SRtMCEG' t3�68 V4f10t} iAA4�i AtGtrtAtiGE+{°bl, .T�aMrPr!N u[tr a FF,ODUCT AFFfROVAL AND �ANUFACTUf:E5 IN&TALLITION IN5TfRUCTIONS F-0 : 5TJ4NLE�' FEXTEfRI0F�,) ENTfiR�' DOOfR5 ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: 0 XXXXXX X/XX/XX/ DESIGN & DRAWING APPROVALS ❑STORE DI -SIGN & CONSTRUCTION DATE: _ MERCHANDISING DATE. ❑DEALER DATE: THIS DRAWING SHEET 18 NOT SEALED eY THE AI C-HITECT, MANLFACTLI"RS PRODUCT DATA AND NSTALLATION INSTRUCTIONS ARE M"eENTED HEREIN A8 A REQUIREMENT OF THE FLORIDA 6UILDING CODE. THE ARCHITECT A%LMES NO LIADILITY WITH REGAL To THE M"ImACTURERS PRODUCT OR THE MEANS AND METHOD OF THEIR RECOMMENDED NSTALLATIC Irrrr ■ �• �:im:: a ■di• a • o U. a Z o 0, Y LA. .NN. z r Z x is o dFri�tn Z Itl�� l J .. Xn c zr w' O u 75 THIS DRAWING SHEET 18 NOT SEALED eY THE AI C-HITECT, MANLFACTLI"RS PRODUCT DATA AND NSTALLATION INSTRUCTIONS ARE M"eENTED HEREIN A8 A REQUIREMENT OF THE FLORIDA 6UILDING CODE. THE ARCHITECT A%LMES NO LIADILITY WITH REGAL To THE M"ImACTURERS PRODUCT OR THE MEANS AND METHOD OF THEIR RECOMMENDED NSTALLATIC Irrrr ■ �• �:im:: 1amI�ii� lE::::::mmm��ei! .. Xn u 75 II' CD Ln • • ,: PROJECT NO. O4-102 DRAWING FA — .4 SHEET 20OF 2(0 J Z I.-: L) CY ILL: LL _T� 0 5; ui OON Ln 0 O0 n Ln Flori dalull ding Code Paue I of 5 7 Florida Building Code Online Page of 5A GENErilLAL NOTES STEP I If YOU Plan to Use the sling rreE:. i tho CLIFtain on the barrel assembly, and if the CLASidO WIND.LOAD, 625, FIP, 36,54 guide angle or both guide angles are flared. then WALL 13M S, Flllgt W#141, remove the guide angles from the wall angle at this ANGLE lull *"Ih of Well leg, PTLD '742. T 308 IQQC time. The y will be bolted to the wall angle after MID a top of w �W I angle L JW "I L MIDDLE ouralft (Whtw, AbOV4 rurtain installation is Complete in Stop 10; the ANGt.F AWLE header is creel). PSF.s.pdf PTID 742 T Guide Gap must be set to the dimension shown on the 'Installation Data" sheet, See Figure 5. 7 3,ionone 10' illWold, 010,A 625, HP, 50,,5 on one $We of -1-1 ------ PSF-s.pdr slot for "I len f, 17TID7.42T3081 14B SEMS STEP 2 INSTALL GUIDE ASSEMBLIES of each s of , Locate the guide assemblies such that 'S" dimension exists 60. ('Ql L,A W A Y, 21) 30 P,�F T! IR UJ 41,k 1;5 115F -s pdf oRveen the guides as shown in Figure 2 on Page 3, 3,115^ Filwt IyHD_74;__T_.6I0-620-625 Sebes - The 'S' dimension is shown on the 'Installation Data" sheet I 1 U"10419 at toe of Waif " Ntymen User: Public Ulcr Not Amociated w0 Organization - Letter - JS-s.pdf - Both guides MUST be on a level line and both guides MUST be plumb, IN: each siol. [IT ID 742 T ATIGI-41331 067 - The `S' dimension must be held A, It h 1 n 1 /8' aver the entire he Ight of gui des, PtID 742 T ATI01-41331,07. MASONRY JAMBS Application FL742 s pelfHold 'Z"guide, or wall angie, or jarno an against wall and drill mounting Edo* of Date Submitted- 10/2 8 r.) GO I FTII)_747 ATIO 1 -413.4 1,08. holes through the slots Using drill size shown below. Install jamb fasteners _T_ �;Pdf Product Manufacturer. Overhead Door Corporu6on PTID 742 T ATIOI-41331 09- on ore gIL1:1de, Recheck 'S' distance, and continue with ints4lation, FIGURE 3 A ddi tss,'Phorl W cti I a i 1900 Croy, n /hive MOTpdC- STEEL JAMBS Screw Attachment Option Fanners biwic-h, I'X )5LxJ7 11TID 742 T ATIOI -4 1,3*�l !] 0 - Hold 'E" guide wall angle against steel jamb and mclrk the spot to be drilled, 5 Pdf Wall Angh Bell throtigh WMI PTID 742 T coilaway lotter- or hold wall angle or Ir�rnb angle against steel jamb and drill holes through the Fee ulical Represcritatjvv: Leroy Krupl,:.e i slots using drill size sl-Qwn below. Install aIl jamb lasteriets on one guide. `I ecimical kepvusctttatli�c Addrt:ss,1PhLmt!vm ail 1900 Crown Drive tL PTID_74'.)T_0vrtI;tcsd1 Pool Recheck 'S" distance, aW continue svith installa.0 FarTners /Branch, TX 151X_)7 CurporAtiort signawre Lettef- �1 H71i (972) 830-X614 y STEEL JAMBS Weld Attachment Option Icruy airst steel jamb and tack weld wall angle Installafion Documents Upload(4 Hold 'E" guide wall at ag (jamb angle) in place. Recheck "S' distance before proceeding. Weld Quality Assurance Representative: Bill Byrd Prmhici Approval Method: Method 2 00on B as shown in Figure 3 using E7014 welding electrode. All welds must Quiali6- Assurance Representative 1900 Crown DHve be goW quality 3!161' fillet welds. Weld the- angle to the steel jamb Farmers Branch, TX 73001 along tele top of the angle, Figure is shown without the middle angA- IV A (972) 969-680 Application status: Approved ar:d cl_4skde angle attached to wall angle. bill byrd;< Date Validated; 11/07/2003 NOTE: When steel jarnb does not extend a -nova the opening, use three Curtain Vitu-bolts to fasten each wall angle above trio opening. See Figure 4, Entry Sri Page 1/ 2 Subc-ategwry, Roll �up C�o Evaluation MethodHN'dluafioll RVIjnD11 rfcsll; a 17,101-Idd Registered Architect or Florida Profle-ssiorial Lngineet Iktferenoed Standards from the Floticla Buildiiiig Cc.Jc Florida 8rigineti cit Architect Name: John E. Scatc.s, PCs Florida License: PE -51737 Quality' Assurance Entity ?FS Corporation \`alidalicni Entity: John E, ScAles, Pb Authorized Signature: Chock Blurric ArlpNeq Product Model! # t3,r Model LJmits or Use JAMB Name Descri tion SPECIFICATIONS 742-10 S -0 -Tap Srrr,-Nv 2060 psf the enes 01 - Way 4Ii6 - Ps , 27,$44 Dia Steed Jamba m-ist be a'1 a' thid 742,7 dwg #308114 .71 )24 742 2 Series 610, C187 50,75.0 psf - 3181 [Xd. x 0 Concroto &,-g #308086 1 "? I Im 7421 Series 610. C 187 31/46.5 psi' - 5.8, Iia_ frcrr. jamb corn or per Ove(head Doo - 74' 9 .vg #308083 '71/61.5 psf 7,; Series 610, C 19", ' 16154.0 p�l"- dw8 4308084 hotriidioi 307W-0001 - 4' Se010, 0187 4 1,61 pf - 26t39-0 psf- sf - ,,Yowl a?15- Lag Saeq W8 #309085 GrIll hoe 3' e4" SItO reit WAM "m FIGURE 4 "p-Tapplog poll GUIDE GAP WITHOUT WINDBAR SCREW. WA L L FASTENER p ANGLE GAO WITH UJIMr)DAD dell ivsp'7IPT 742&,rnv-RO.SruI1 Tb,e'2004 detl_aSp?l11T=742&fm-R0Srch 7/6`2004 300922-0002 :C.: Overhead Docif Gorl:vfatlor, Florida Building Code Online Page 2 of 5 Florida. BUIldirty Codi Online Paae 4 of'5 STEP 3 IDENTIFY HLADPLAIL DRACKE I,:', .. . . . ..... - chuck b I u ni e(itl.overh cad door. com rval uati on/Test keportq t ipi oaded: PT'tD_742.,T 20598.1-903 lnstructionqcoilaway, Series (AX, Face Moujited-fivdf PTID 742 T 300922-0002 Instructions, Roiling Service Door, Scrit:,% (1 10.6201,625 -s.pdf PTID 742 T 308082D NVTNIX()AD, 610, C I V, 210,39. P$F-stiriff PTID 74" - 4_ T . . J 0 %VINDLOA Q. 6 1.0,, C 18 7J 1,46.5 PSF-s-pdf WI_NCX0AD,0I0X1a71_16,54 PSF-1 Pdr PTID -71.42-T_3Q$085D WtNDLQAD, 610, C187, 41,61;5, PSF -5_Pdf DTII) 742 T 308086D WIN DLOAn w, civ, 50,75 PSI: .s.pdf PTID 742 T 3080711 XVIN`l5L0ki_, 610, 027.1, 26,39 PSR-s,pdf PTIJ)� 742_1' - 308088D WJN1iSWA.(i..'6'I0, 0275. 11.44 5, PSF-9 pdl' PTJV 742 T 308089D 'A' L-NI5LoA_D_, 610, 0275, 5, 3 6,54 P,1;p-s,pdf PTID 742 t 3080901? WINGIA)AD',"61.0. 0275, 41,61. 5 P$F-s,pdl' PTLD_74!._T_3Q8091 1) NVINDLOAD, 610., C275, 501,75 PSF-s'pal, PTID742 T3081092D WINDLOA0,010,620, F265, 26,39 PSF-, pof PTI -D -741 -T -30803D WENDLOAD, 611),620, F265,, 3 !,46.5.PSF -s.rdf PTID 742 T 308094D WIN&OXI)-, (310,620, F265, 36,54 N51-, r.4 PTID_742._T_30800D N4'INDLOA D, 610,620, 1'-20, 4.1,61.5-FiSF-s i3df )YI710 742 T 300961.) WINDLIQlAD, 610,620, F265, 50,15 P F -s pdf PTID -742.-T-308097C NJ InT Q AD 625 PIP 26 19 742 5 Stories 01 Q, C. 1X7 26/39.0 psf - JAMB FASTENER JAMB FASTENER DRILL SLZE SPECIFICATIONS 742-10 S -0 -Tap Srrr,-Nv 11,32' tea. 0 L16 � 1M, '54f -Tap Srrqll 27,$44 Dia Steed Jamba m-ist be a'1 a' thid 742,7 Series 610, C275 .71 )24 60 Z 3,x8" Expansion Solt 3181 [Xd. x 0 Concroto 1Pi' Expansion 8011 1 "? I Im :Brill h.oias at local 4 InCho-, S,S' Emparislon Bolt 5.8, Iia_ frcrr. jamb corn or per Ove(head Doo - 74' 9 Sen cN 610. C 2 15 '71/61.5 psf I I I vXJ NCC, 31, EApanslon Boll 3,9' D.L hotriidioi 307W-0001 T,' [xparrsion 80 Series 610, C275 26t39-0 psf- sf - ,,Yowl a?15- Lag Saeq 11,411 DiA. GrIll hoe 3' e4" '113 Thru Boll 7;115' Dia, In call 3' 01). %1", L,Wlfiad Block I 2 I hru Bat WIG DI a. oncippas,te _-ode of wa4 - I F"A I h:,, SCA 1 111Da. a, I `1 U46 5 psf - SItO reit WAM "m FIGURE 4 "p-Tapplog poll GUIDE GAP WITHOUT WINDBAR SCREW. WA L L FASTENER p ANGLE GAO WITH UJIMr)DAD dell ivsp'7IPT 742&,rnv-RO.SruI1 Tb,e'2004 detl_aSp?l11T=742&fm-R0Srch 7/6`2004 300922-0002 :C.: Overhead Docif Gorl:vfatlor, Florida Building Code Online Page 2 of 5 Florida. BUIldirty Codi Online Paae 4 of'5 STEP 3 IDENTIFY HLADPLAIL DRACKE I,:', .. . . . ..... - chuck b I u ni e(itl.overh cad door. com rval uati on/Test keportq t ipi oaded: PT'tD_742.,T 20598.1-903 lnstructionqcoilaway, Series (AX, Face Moujited-fivdf PTID 742 T 300922-0002 Instructions, Roiling Service Door, Scrit:,% (1 10.6201,625 -s.pdf PTID 742 T 308082D NVTNIX()AD, 610, C I V, 210,39. P$F-stiriff PTID 74" - 4_ T . . J 0 %VINDLOA Q. 6 1.0,, C 18 7J 1,46.5 PSF-s-pdf WI_NCX0AD,0I0X1a71_16,54 PSF-1 Pdr PTID -71.42-T_3Q$085D WtNDLQAD, 610, C187, 41,61;5, PSF -5_Pdf DTII) 742 T 308086D WIN DLOAn w, civ, 50,75 PSI: .s.pdf PTID 742 T 3080711 XVIN`l5L0ki_, 610, 027.1, 26,39 PSR-s,pdf PTIJ)� 742_1' - 308088D WJN1iSWA.(i..'6'I0, 0275. 11.44 5, PSF-9 pdl' PTJV 742 T 308089D 'A' L-NI5LoA_D_, 610, 0275, 5, 3 6,54 P,1;p-s,pdf PTID 742 t 3080901? WINGIA)AD',"61.0. 0275, 41,61. 5 P$F-s,pdl' PTLD_74!._T_3Q8091 1) NVINDLOAD, 610., C275, 501,75 PSF-s'pal, PTID742 T3081092D WINDLOA0,010,620, F265, 26,39 PSF-, pof PTI -D -741 -T -30803D WENDLOAD, 611),620, F265,, 3 !,46.5.PSF -s.rdf PTID 742 T 308094D WIN&OXI)-, (310,620, F265, 36,54 N51-, r.4 PTID_742._T_30800D N4'INDLOA D, 610,620, 1'-20, 4.1,61.5-FiSF-s i3df )YI710 742 T 300961.) WINDLIQlAD, 610,620, F265, 50,15 P F -s pdf PTID -742.-T-308097C NJ InT Q AD 625 PIP 26 19 742 5 Stories 01 Q, C. 1X7 26/39.0 psf - dwg #308082 742-10 Seties610,C275 5005 0 psf - 0 L16 � W d%,. -g P30801 Ile 742,7 Series 610, C275 11/`46'{ psf - 60 Z W .J XW dwg 0308088 x 0 742.8 Series 610, (417 5 36154-0 psf - �D 74' 9 Sen cN 610. C 2 15 '71/61.5 psf 141 C73 wg 9308090 74"! 11 Series 610, C275 26t39-0 psf- sf - :4'8 dwS 4309087 7-12 13 ries 610/620, F265 M139.0 psr- F.Vg 93080(r- t42,14 Series 610/620, F2165 `1 U46 5 psf - d wi#:3088.'3, g -142 12 Se sea 6 1 Oio.' 0. F2 6 5 36'1_",0 psf - Jwg 9308094 74 15 Sieries 61 CV620, F263 4P61.5 psf - dwg P30"5 /4, 16 peeler 61 bi62a, F265 50ns,o psf - wg #308096 Itik/39.0 Psi` - 42 17 7 1 Series 621�� FIP dws 430901 7,12 18 'Suri.cs 625, FIP - 11/46,3 pif - I iW8 #308098 742.20 Series 621, FIP 3(.xr54.0 psf - „'g #3080(N 742,21 ries 625, Fill 41/6L5 psf - J-wg #308100 Rinht Hand Drive shown; Left Ham F)rivq i5 op4x)sjte. Mt:AUtLAl t tJHAL;Kt:T See Figure 05. TENSION END DRIVE END BRACKET BRACKET WL I [X0 STEP 4 IDENTIFY SARRELASSFIMBLY DRIVE END TFI,SK)N Rtp4it hand drive shown in Figure 7; left hand drive is opposite. slop _,, C. el 4 -,\ lar u11NlFI, Lcok for an 'H' for right hand drive or an 'L" for left hand drive By Stamped cn the and of the drive shat., t;�V BOLTED -IN OUTSIDE— (ACAnING SPRING CONFIGURATIDN_See Figure- 7a- I - . !.Left hand drivel configuration has ol-idl of spring pinned to FIGUI7117; 6 Carrel near tension end. - Right hand drive counIerbalanw has end of spring pinned to tkirrel several feet from tension ond. - At tension end of barrel the bearing assembly may be pinned BARREL ASSEMBLY to the barrel as shown in Figure 7a, or the bearing assembly may be welded into end of barrel. TENSION END DRIVE END WELT) STEP 5 See Drive Headplate Assembly Instructions; [If AMING, �'KEYIVAY for chinand sprocket operation see 300951-0001, for gear drive operation see 308042-1i3001. ROTATING 5KAFT NVITH PNI40LE SHAFT ♦ KEYWAY FIGURE 7 nAIVF L-71 _ - I I - � I 1 -1 r � - . I - I .11'... _. I - I r 11 - I r �. �.r ._ ..... .............. Use a night hand drive bracket with a right hand drive barrel to prevent torsion spring failurs in barrel, which clan allow curtain to free fall causing DEATH OR T0WAW)5(TNTEA OF PIPE TENSM: DRIVE SERIOUS �-RIOUS INJURY Left hand drive bracket and SPA": :ett hand drive barrels MUST match also, .. / .... . ...... . . RIGHT HAND DRIVE SEVERAL STEP 6 BARRELANCI HEADPLAI,',-- B11ACKETS DRIVS Slide drive end of barrel assembly through drive bracket T DON ON . .. ... . ...... SkAFT - rearing and tension end through., tension bracket, LEFT HAND DRIVE 6 rista,'I set collars on shafts on oLA,-,ide of headplate vackets • 'When a hole is in the tension shaft, no set collar is Used .... . .......... ... . ......... .......... . . .... ........ - . . . . ...... ..... 341 PINS ,ause the tension wheel must rest on tension shaft bei, against tension hie&JFilate bracket FIGURE 7a • Secure tension wheel to tension slleft using a key or a p;n . . . .. .... as %.�oyvin in Figure 8, '1 he pin must fully engage the tension wheal which is against the tension n headplate bracket. oRlvs • The distance between the headplate brackets should be the END 'S' dimensirin on the 'Installaticin L _Iata" sheet: OARREL ASSEMBLY CAUTION: Use propw lifting equipment and correct lifting I TENSION END Firriceduro to avoid injury. I-, PIN TENS*N !I WHEEL TENSION - END SHAFT`�:'l 4". 4�, PSF-s.pdf FIGURE 8 PTTD_74'A_T_.308Ar8(` ext ------ .. A'NIDLOAD,.62-1, FIP, .31,46-5 P$F-s.pdf lrrU)-74 2 _T_ 1 08 L�0C 11oridabUilding or&+'pr/pr, del 1.asp?l PT=742&fm=R0Srch 7/6/2004 litip:/J'%,viNik,,floridai)ulldln� orgl/pir,'pr detiLaSp?1llr-74.)&,ftn--,ROSrciI 7/61`2004 300922-OW2 b Overhead Door Corporalior; F a,, F='�RCDL�CT 4F=F=1F;�C\/AL AND �-14NUF4CTUF�E` INST,4LLATICN 1N5TfRJCT1CN5 FCfR: C\/EfiRHEAIS DCC� CC(�f=0fR,4T1CN_ ISSUED: `-OR PERMIT 05-31- ISSUED: 5-31-ISSUED: PRELIM, ISSUED: LIGHTING XX/XX/XX REVISIONS: A Xxxxxx X/XX/XX/ DESIGN & DRAWING APPROVALS ❑STORE DESIGN & CONSTRUCTION DATE: ❑ MERCHANDISING DATE: DEALER DATE: THIS DRAWING SHEET 18 NOT SEALED Di' THE ARCHITECT. MAN.FACTUPI_L" "ZODUCT DATA AND INSTALLATION INSTRUCTIONS ARE PFMSENTtD HEREIN AS A "OU11MMENT C*: THE FLORIDA ]BUILDING CODE. THE ARCHITECT A55UME8 NO LIABILITY WITH FrEGAf TO THE MANUFACTURE" PRODUCT OR THE MEANS AND METHOD OF THEIR RECOMMENDED IN5TALLATIC PROJECT NO, 04-102 DRAWING FA -5 SHEET _210F_2_6 00 X 0 L16 � W W X Ile o 0 (A 60 Z W .J XW Z x 0 �D 7Z� 141 C73 THIS DRAWING SHEET 18 NOT SEALED Di' THE ARCHITECT. MAN.FACTUPI_L" "ZODUCT DATA AND INSTALLATION INSTRUCTIONS ARE PFMSENTtD HEREIN AS A "OU11MMENT C*: THE FLORIDA ]BUILDING CODE. THE ARCHITECT A55UME8 NO LIABILITY WITH FrEGAf TO THE MANUFACTURE" PRODUCT OR THE MEANS AND METHOD OF THEIR RECOMMENDED IN5TALLATIC PROJECT NO, 04-102 DRAWING FA -5 SHEET _210F_2_6 STEP 7 LIFT HEADPLATE IRA( _,*KFi$ ANC; RARRF€, AND 13013 THEM T TO GLI110E WALL ANGLES - Use iox bolts to fasten hoadplatooracKets to the ir,r,:;ido of the gu:de wall angle, - Bolt hwds trust tx- on the rrside ol the tie adplate bfaAQt$. See Figure 9. - HoadpIato brackets must tx-sqLiare to the wail and paraflol, - Use r) levPI to make Sure the bRrrel is level. , Center torrel t�utwutm brackets and secure with sct colaru on Liot,-;ido of brackets to prevent barrel from moving sideways. ti • Two set Collars are requJ for drive headirpr -late. with cast flange hearing: • HoadpWo brackets may have two or throe' tvou nt I rrj slots, Put fiat steel wotshor under bruit head and unxcler nut. STEP 9 DRIVE HEADPLATE ASSEMBLY , Complete the installation of the drive comlxwents See Drive Headplate Assernolly lnstlUctions; for Chain and Sprocket operation Sco 314)951 -OD I , for Gar Drive operation Sec 310W42-0001 STEP 9 INSTALLATION OF CURTAIN: See Figure 117 - The Sling Method is rccomirriendod Lx-,C,9LJ-.A-,, rolling the oui-.airi onto ti-, earn assembly on llf"ie floor can cause curtain damage. - S=ing Method requires flared guide angles to be r9rroved at this time. - Suspond tht curtain bolow the barrol on two or more slings a, ropos rater 1c;r, the weight of the curtain shown on the `Installation Data" sheet. - FaSten the top slat to sling rope and rotate the barral to bring the Top 1> at Into place * Centei the Curtain Letween the headplate U-R-cKetstNrlth pittned tension, wheel against the nieadplate, . It thli-, ?ArTOI has rings piill the curtain Lip ano hold (no top slat against the lirilJ6, Make VU1f--5 ir) top iilat align with the holes in the rings. Attach top slat to rinnis with 3?8" round head lorx scre'AS and a washers provjll-f d. DO NOT strip the vcrow threads. - If trie. �arrel has Eluds, tl,le- top slat will have slots to attach to barrel. Honk -ull over studs and fasten witri 5,16' rouryi head screvis and s and f*VVQ clamp wast -et S prov irkid Sem F igure 1. , V 01110 - Sli,)9z,-ropes, and locking pliers help keep mirtain tron-, frrie- failing 1- in*,il r Izsirn i,,; aFf)Iie11 and Counterbalance adjusted, FIGURE 9 f>18' FLAT 516' x 1!2" LONG --—. f WASHER RQl HEAD SCREW J Two Ct APAP WASHERS WELD 8 1 UV FIGURE 11 STEP 10 COMPLETE CURTAIN INSTALLATION - Coil curtain completely onto barrel. IN 5l DE - If guJ(,,es are flared, then boft the middle the outside Jdle angles and BELLMOUTH STOP angles to tme wall angles like Figure 5. - The Guide Gap MUST be set to the value sit-lown on the "Installation Data* sheet. Refer to Step 2 and Figure 5. - Place ocking pliers on LH & RH guides as shown at 2 to 3 inches below the top of the guides. See Figure 12. i GUIDE LOCKING - Create enough slack in the slingirope so the curtain can be lowered into PLIERS tle guides and rest on the locking pliers - I GURE 12 STEP 11 LOCK THE DRIVE by one of the options b�flciw • Clarrip kicking pliers on the drive sprocket or gear with the end of the pliers against the wall or lintel. • Secl..re the hand chain on the mounted chain keeper. Luck the crank handle, 3CO@22-CGQ2 rQ Ovetheacl 0= Corporation Tension wheel can spin rapidly if released, Wheel is Linder LXl'REMP T`ENSION,Use of Improper tools can cause SERIOUS I NJURY, Door MUST be FULLY OPEN and Curtain wrapped on the barrel, Winding bars MUST W 1'2' ?26 to 5/81' diameter steel rods, 2 to 3 feet long. 00 NOT use pipe, conduit, screwdrivers, etc:, a.5 winding bars. USE TWO WINDING BANS! STEP 12 INSTALL CURTAIN STOPS Serning Edge can - If Lho guides are not flared, install curtain bellmouth stops on gums A stud is atachad to the guides to hold the be I Imoulth. Be certain the wtiich can cause back of the bellmouth is lush against headplate, See Figure 112, severe injury (x death - If guides are flared, slide stop bar into channel holder welded to guide:, and install 3/811 cap screw, See Figure 13. STEP 13 APPLY INITIAL TENSION—Right hand drive shown, left land opposite, • Wind Tension Wheel in the direction shown in Figure t, 4. ce. App.y the Initial Turns shown on the tension headplate: decal 0 and on the Installation Data" shoot. • After proper tension is applied, install the tension pirl, into Wry 04 tens -ion wheel hde and allow wheel to rotate until the on is i TE"ON STOP agair ist the tonsiDn stop, Sep, Figure 14. E • If reduction tunsion huaJpiate assembly is tecluired 11-p- factory I L will provide an Installation I ristru--tion sheet, 17- ell STEP 14 .J - Rernove the drive shaft lock procedure installed in Step 111, X LJ z - Rerriove slings or ropos, X X0 + RerIvive tl--ie locking pliers from the gui(l 0 - Clear the area in path of closing door, O Z, STEP 15 00 - Clctse ar-td open the door five (5) times and evajuate the tension adjustment, 4 A rolling dour should snap into the head and barely tr-nd to rase off the floor. It will also fall throtrgh the middle of its height. . Large cioots riiay require a 3.5 lbq. pull to raise with h,-)nd chain A chain pull of up to 35 lbs is permissibir. INsPnF STOP HAR OUTSIDr GUIDE- 5tOP UAII LOCKING FIGURE 13 PLICR-" VANDINO BAR DECAL tURN WrTH ARROWS TO APPLY 114MAL TURN FIGURE 14 NOTE: Do not allow uncontrolled free fall closing of door. Instruct customers to use both hands to control both hand or)aw* during the closing operation, STEP 16 ADIUST TENSION WITH DOOR IN FULLY OPEN POSITION • Use two winding bars to adjust tension one notch at a time !o increase or decrease torque as required. • Use locking pliers on guides during adjustment process STEP 17 FINAL CHECK to be completed before installing the hood. - Verity through entire travel of the door that the endlocks or windlocks on the end of the Curtain are not rubbing the headplate brackets. Operate door several times to ct-*,ck for proberrm - Check that the bottom bar is level in full down and full up positions and that curtain is not binding against back of guide. - If curtain is level at bottom and not level at top, put shims between curtain and barrel on the low side, - The guides may be lubricated with a paste wax or silicone spray: DO NOT USE 0- RLAS L. - Verily good rnechanil connection and tightness of fasteners, e.g , guides heaciplates, sell screws and roller chain link. pqgs 6 1 3CO922.0042 fOvethimd Door Ccipmation PaLi� 7 At-tACII I 10C TO HQOU OA SCCIlFtr HOUR STEP 18 110 )DINSTA_ILATION • If hr,od suprx)rts Are provided, snap a line across, top of heaciplate t7,rackets on the wall. Measure length of hood sections and locate hood support so the hood splic;a will WI on center of support. • Attach hood to hood bands on headplate brackets (and to supports if provided) by drilling a 7�'321 hole throt4jh hrod and band. Then secure with 1/44 dia, x 3,43" k-)rfj self -tapping screws (four per bracket and four per support), See Figures 15 and 113. \ANY[. INSTAT .11L.ATION • Vinyl hoods MUST have hood flangi securec to wall to prevent sagging, • SeCLse, hwci flange to wall at 18" to 244 O.C. with fasteners suitable for wall material (wood, masonry, stpel). Far steners not provided, • Use 1/4' tapCon Screws on concrete or CMU walls, • Use G ' ;n2" drill for 5,`16' tapping screw in steel tube/stud wall, • Drill 3116' drill for 5/15" lag screws in wood Stud wails. STEP 19 PRODUCT SAFETY INSTRUCTIONS The door installer has the following responsibilities; # Attach the product safety label (shown to the right) to trio War qu0u at eye level on the drive side. * Dety'llonstrate to the product user the correct way to control the closing speed of rolling door with crank hared chain or push-up operation; show that two han,,s should be used to control the hand chain, # Inform the door user about the following re0rement from ANSI 75:55,4, "Product safety labels should be 'periodically inspected and Cleaned by the product user as necessary to maintain good legibility" The pre duci user should order replacement safety lat>als from the door manufacturer as required to rnantain legibility, - Doors with sansing edge on the bottom bar must have. the Warning Decal shown below munted, on the bottom bar anrl on a curtain slat 5 feet above ll -is bottom tar Mount on the interior side of (1- Ocior. STEP 20 LIN'l EL INS-IALLAt !ON • It lintal baffle is required, install baffle usirxj 1,J4" fasteners suitable for the wall materia! (wood, masonry., steel), install per Figure 17 with brush aligned with oenteilino of wiled curtain, STEP 21 CHANKEEPER • Attach to wall or door guide Instruct door users to wrap Hand chain as shown in Figure 1B. (2) WARNING SO UTY I1/STRWIV4 HAND CHAIN PATH ji) . t (3, FIGURE 18 3OMP2_0002 r;: Ovel Dmir Corporation P An a R PRODUCT AFf=F20VAL ANE INSTALLATION 1N5TF;,)JCT10 NOTES 1 IANUFACTUfRES N& pofR: �AT I ON. ISSUED! FOR PERMIT 05-31 70'�\ ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: A xxxxxx X/XX/XX/ DESIGN & DRAWING APPROVALS E❑ STORE DESIGN & CONSTRUCTION ]DATE: ❑MERCHANDISING DATE: DEALER DATE: 11 Serning Edge can AWARNING E wtiich can cause severe injury (x death STEP 20 LIN'l EL INS-IALLAt !ON • It lintal baffle is required, install baffle usirxj 1,J4" fasteners suitable for the wall materia! (wood, masonry., steel), install per Figure 17 with brush aligned with oenteilino of wiled curtain, STEP 21 CHANKEEPER • Attach to wall or door guide Instruct door users to wrap Hand chain as shown in Figure 1B. (2) WARNING SO UTY I1/STRWIV4 HAND CHAIN PATH ji) . t (3, FIGURE 18 3OMP2_0002 r;: Ovel Dmir Corporation P An a R PRODUCT AFf=F20VAL ANE INSTALLATION 1N5TF;,)JCT10 NOTES 1 IANUFACTUfRES N& pofR: �AT I ON. ISSUED! FOR PERMIT 05-31 70'�\ ISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: A xxxxxx X/XX/XX/ DESIGN & DRAWING APPROVALS E❑ STORE DESIGN & CONSTRUCTION ]DATE: ❑MERCHANDISING DATE: DEALER DATE: 11 THIS DRAW�,b SHEET 15 NOT SEALED MT THE ARCHITECT. MANUFACTURERS PRODUCT DATA AND INSTALLATION INSTRUCTIONS ARE PRESENTED HEREIN AS A REaUIRV-MN`r OF THE FLORIDA DUILDIW-3 CODE. THE Afw,>f--HlTr=CT ASSUMES NO LIA51LITT U)ITH REGAK TO THE MAINUrACTUIRERS, FRODUCT OR THE MI Me, AND METHOD OF THEIR INSTALLATION E 0 0. C) I ce. LL. 0 0 LL. z Wry 04 &NA.0 W V. 00 E o 0 LA. 17- z L -7 < X LJ z C-4 X X0 0 O Z, 00 O THIS DRAW�,b SHEET 15 NOT SEALED MT THE ARCHITECT. MANUFACTURERS PRODUCT DATA AND INSTALLATION INSTRUCTIONS ARE PRESENTED HEREIN AS A REaUIRV-MN`r OF THE FLORIDA DUILDIW-3 CODE. THE Afw,>f--HlTr=CT ASSUMES NO LIA51LITT U)ITH REGAK TO THE MAINUrACTUIRERS, FRODUCT OR THE MI Me, AND METHOD OF THEIR INSTALLATION PROJECT NO. 04-102 DRAWING FA - �, I SHEL 1 22 OF 2(o E 0 0. C) I 000 (10 UM 00 0 E o LJ 17- L -7 0 0 C-4 0 O 'D U 00 PROJECT NO. 04-102 DRAWING FA - �, I SHEL 1 22 OF 2(o >Ld LLJ V) ui ry Ln r LD _j < rK < LL LL _j § O> < 0 U') 0 0 ('4 0 >_ ry 0 3� r M w CL M Z < Florida Building Code Online Page I of 2 T CZ= 10 To 1114 1 j j II Sowutt Appl"fion User: Public User Not Associated witli Organization - Need Ifelp ? Applicatiot) k 171,629 Date SuInnitted: 10/1&W)3 Product mallufactumt. Kavimiwr Company, Inc, $55 Outhridge Court Norcrow GA 3009,2 az• Exterior Doors Evaluation Method: Evaluation Report from a Product Evaluation Entity Product Refererxxxi Stam ndurds frothe Florida I iailding Cod y _c; Section Standardear Apprwnl Evaluation Entity: Miami -Dade HCCC) - FVI. Quality Assurance Entity: Miami -Dade IjCC0 - QUA Oki! Validation Entity; Miami -Dade FiCCO - VA' AutbotizedSignat4re: Donme [luster donnic , litin o-.�nj Uplovdcd: PT 6 'f NOAW-4,)4i,�.cli ilcri PTID 629 T dug 51 5QQ r MS-, lin&Lq lj -02105 050 Dr },''11I7 629 T NQA02�0523.05• Ldw 0SO Dr Jackson S, PTLD 629 T NOA 02. (315k.112L]l P1 Eolk od Y111) 629-1, _NQAVia, �0826.08. (I�x http,,\k '-,ti'w,flon'dabuilding,orWt)r/pr dctI.asp')1PT�629&fM=1t0Sr-ch 7/2/2004 EITU Vt f -I 'qw1w .02 In P N i�_ r) '- CL n — F EXTERIOR STOREFRONT FRAK. UNDER SEPARATE APPROVAL. SEL KAWNEER STOREFRONT NOA, I 1D TRANSOM DETAIL 08 x 3/8' PHIFS (CARBON STEEL -TIME PLAtLD) (5) FASTENERS 2-1/4' IFRCM ,IAMB AND PAX. 16-3,14' U. C. (TYP.) STnRFFRCNT FRAME UNDER SEPARATE APPROVAL. SEE KAWNEER STOREFRONT NOA TP ANSCIM DETAIL Florida Building Code Online EXTERIOR C Installation Documents Uploaded PtrK)uct Approval Mcthod; Application Status: Date Validated Page.. Go Method 2 Option A Approved 11 /0412()()3 Page Page 2 of 2 Cpl)/Sec Product model # or Model I-Allits ot Use # Name Description CPJNSJLTING ENGINEERS 4' NOA# 7- - ox ;Li MS Lock (3013) 758_31t7 Cn i a,v/Cyhnder < Dfwt"00 Operawd 7-61/2" O.C. f9 TOP AND BOTTOM RAIL 0 _j Q� 0 M 0 3" FRCM EACH END AND MAX. FlushMts in UjI CO 629.11 3501R I Point L ock 61 1,- Q a D < MAX Z Z 0 Jackson RDbtk1 E FISHER 6219 3 0l 2086(Panelline 1 -Li 0 t L1j 1 0 Exit Devices 1 1 1 N ext ;t "t CopyrtarA slid 01sclaf r;r*21 0 The State of Florida Aft rights reserved. aim P-LRIHZTCR FASTENER AND FRAME UNDER SEPARATE APPROVAL. SEE KAVNEER STOREFRONT NOX V—, 6 ; HEADER jL DETAIL JvERALL G, Z Z a § - J M 9 Cx _j CUIRN I NG 0 I" < /9913 SILICONE > V)0 — -P 0: 0 5 (L Z 0 13 G'_AZING DETAIL U Z 87_9/115- LAMINATED GLASS � 0 C) Cj TYPE A OR B o 0 0 0� A jopru% ed ow cocptylftt 10A (bt L WIN. 1,000 PSI/ 6 PCURED CONCRETE BLOCK STEEL - MIN, 1/8" GRACE 50 ----------- > Z0 Aj ru < . .... . �j NOTE, > SEE CORRESPONDING SEPARATE < NOA FOR FRAME AND PERIMETER ANCHORS OTHER THAN TRIVA8. 7 0 < L) 0 _J Lr- Uj Z LIJ i- Cn < I= A Gr=Nt=m#&hL NOTES T STORE DESIGN & CONSTRUCTION DATE: N0A# Poe -Tyr--c' CZA- 6 Z0< CPJNSJLTING ENGINEERS 4' NOA# 7- - ox ;Li 0 (3013) 758_31t7 Cn i M C4411111111111 < Dfwt"00 3" FROM EACH END AND MAX, 7-61/2" O.C. f9 TOP AND BOTTOM RAIL 0 _j Q� 0 M 0 3" FRCM EACH END AND MAX. 1 1 1 /8" O.C. � VERTICAL S1 ILLS in UjI CO 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD I,_ 61 1,- Q a D < MAX Z Z 0 RDbtk1 E FISHER Lit U CONCRETE M I N 32qQ PSjl C7) 1 -Li 0 t L1j WK K MC'fERS, P, C., 0 _j C-) a- 01 M CoffV Akx* " CONSULTING EN',jINEj'RS L I PERIMETER FAQ1)TF'_"NE_R Prij(luct Eng neering & Dek),om-ent 9X)� N. L 6-tti AvenUp o SSS &JT4RIDGE COURT (305) 597"4006 6 fURCRUSS, ULLWG;A 3W'e F"434C (770) 449-5.555 ( 305) 758-3117 PUNCHED OPENINGS TRI AB FRAME/CONCRETFZCBS�) ;U rax 1.110 734-06( W-6?.82 • PRODUCT APPROVAL, DRAWINGS MAW SY IOAM PAT t. /N/C12 r- 6 KAWINrrR 1501P DMnRS I HPACT 7V_'L" --- FASTENER SCHEDULE MS 1850 J --POINT ACTIVE LOCK. co C 11 0 'D • WIG' LAMINATEt GLASS T200-901 RUPERT E. FISHER PROTOCOLS PA 201/202/203 NUMBER MATERiAL DESCRIPTION SUBSTRATE LOCAIII014 FRAME WITH <4> STAINLESS STEEL MIN. IMBED. MAX, SPACING vaw VK H. MCIERS, F1E,xw a nf'9 L WIN. 1,000 PSI/ 6 PCURED CONCRETE BLOCK STEEL - MIN, 1/8" GRACE 50 ----------- > Z0 Aj ru < . .... . �j NOTE, > SEE CORRESPONDING SEPARATE < NOA FOR FRAME AND PERIMETER ANCHORS OTHER THAN TRIVA8. 7 0 < L) 0 _J Lr- Uj Z LIJ i- Cn < I= A Gr=Nt=m#&hL NOTES 6 3/4' STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS 4' tq 0 (3013) 758_31t7 Cn i U1 0 < O < c 15 112* 1'� I 0 _j Q� 0 M 0 j x in Z in UjI CO 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD I,_ 61 1,- Q a D < MAX Z Z 0 Lit U CONCRETE M I N 32qQ PSjl C7) 1 -Li 0 t L1j 0 _j C-) a- 01 4 L I L WIN. 1,000 PSI/ 6 PCURED CONCRETE BLOCK STEEL - MIN, 1/8" GRACE 50 ----------- > Z0 Aj ru < . .... . �j NOTE, > SEE CORRESPONDING SEPARATE < NOA FOR FRAME AND PERIMETER ANCHORS OTHER THAN TRIVA8. 7 0 < L) 0 _J Lr- Uj Z LIJ i- Cn < I= A Gr=Nt=m#&hL NOTES Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS WIN. 1,000 PSI/ 6 PCURED CONCRETE BLOCK STEEL - MIN, 1/8" GRACE 50 ----------- > Z0 Aj ru < . .... . �j NOTE, > SEE CORRESPONDING SEPARATE < NOA FOR FRAME AND PERIMETER ANCHORS OTHER THAN TRIVA8. 7 0 < L) 0 _J Lr- Uj Z LIJ i- Cn < I= A Gr=Nt=m#&hL NOTES 0 C OL 0 (A < Lj Z 0 C) ch w Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS 4' tq �111 (3051 557.4(XX (3013) 758_31t7 Cn i I < 74 15 112* 1'� I < j x in Z 6 3/41 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD cy 61 1,- Q a D < MAX (.3 in 0 CONCRETE M I N 32qQ PSjl C7) CONC2ETE MIN, 30 0 4 S PERIMETER FAQ1)TF'_"NE_R ey LLJ o AMaNtd ju crialph'10111A 114114 At 0 C OL 0 (A < Lj Z 0 C) ch w Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS 4' tq �111 (3051 557.4(XX (3013) 758_31t7 Cn i I < 74 15 112* 1'� I < j x in Z 6 3/41 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD ob 3t 61 1,- Q a D < MAX (.3 in 0 CONCRETE M I N 32qQ PSjl C7) 0 C OL 0 (A < Lj Z 0 C) ch w STAINLESS STED *oIn x 9/16,SMS- TYPICAL ASSEMBLY ( I -TR-iFAB FRAMM"';" r��' � OFFSET PN t ZINC PLATED FHMS (#28-350> NTED #12-24 X 5/9 FHKS (020-350) TYPICAL ASSEMBLY TRIFAB FRAMING BUTT HINGE CONT. HINQE SIMILAR OFFSET PIVOTS 50-322 CAST ALIJMtNLIM TOP PIVOT SET 3t4' ATTACHED To FRAME 10ITH (3)CARBON STEEL ZINC PLATED # 12-24 x 5/8- FIHMS < 428-350). I I {-4T ATTACHED TO DUUR V1111 (2)CARSON STEEL. ZINC PLATED X 5/8 HIHMS 3/4' - 50-331 STAINLLSS STEEL __7 CAST ALUMINUM #I2-24 x 9/wINTERMEDIATE r"s PIVOT SET 028-848). ATTACPID, TO DOOR WITH <2)STAINLLSS STEEL #12-24 X 9/16'FIHMS, �F ATTACHED TO FRAME VITH 1F l (2>STAINLESS STEEL $12-24 X 9/16'FHM5 028 -848) - CARSON STEEL ZINC PLATED #1e-24 x wwrtims (N28-845), ..90L.T CUTOUT TYPICAL I H R ESH OLD I Fro BOLT CUTOUT RAJFj,;,HQWN SINaZ__,UQQR_5J91LA3 'LPER[METER FASTENER SEE SHEET 3 >S 4 50-326 RH 10-321 LH FL' _ CAST ALUMINUM TOP PIVOT SET jl ATTACHED to DOOR WITH (t) CARBON' STEEL ZINC PLATE L/4-20 x 3/8' HRMS (O28-703). I)ALLOY STEEL ZINC PLATED 1/4-20 x 3/9' SHCS (#28-700. AND ( I) cARMN STEEL Z I KC PLATED 1/4-20 x 112' HHIMS (028-702). ATTACHED TO I-RAPIf. 1 W I TH CARRON 0 0 Mia -24 X 5/8'FHMS STEEL ZINC PLATED ( 0 cc MS 1850 3 -POINT ACTIVE LOCK 9/16' LAMINATED GLASS T200-901 PROTOCOLS PA 201/202/203 %*v 1200 -001-04 —232 BUTT HINGE 37HINGE VIT STI EL K BRASS PLUG AND 4.—I STAINLES S STEEL PIN, --- (BY HAGER HINGE) Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS 4' tq �111 (3051 557.4(XX (3013) 758_31t7 Cn i I 'U 74 15 112* 1'� I < j x in Z 6 3/41 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD ob 3t 61 1,- Q a D < MAX (.3 in 0 CONCRETE M I N 32qQ PSjl C7) CONC2ETE MIN, 30 0 4 S PERIMETER FAQ1)TF'_"NE_R ey LLJ o AMaNtd ju crialph'10111A 114114 At 6 I%vwftcA PUNCHED OPENINGS TRI AB FRAME/CONCRETFZCBS�) ;U /STEEL SUBSTRATES Dwk 1 & ;t n %r NVU�7-03� • Lr) r- 6 7V_'L" --- FASTENER SCHEDULE co C 11 0 'D • to _j 00 FASTLNED TO HINGE STILE AND 70 RUPERT E. FISHER NUMBER MATERiAL DESCRIPTION SUBSTRATE LOCAIII014 FRAME WITH <4> STAINLESS STEEL MIN. IMBED. MAX, SPACING vaw VK H. MCIERS, F1E,xw M Akam 0mv" CONSULT [NO tNGI[NCERS 1/4' x 2-1 /*' PHILLPS FLA I HtAU OCINMn T�ip.ESHOLD By ELCO 1-112- a N Product Englneehngh Devebprient 1301 R L 6tti AVM" CONTNUOUS HINCI 606.1-T6 ALUMINUM tAFCON (BY HAGER/ROTON).>_ > 0 0 1555 flUTHRIDDE r13AT MJaml Slurrm, I'L 331J8 IL Df 450 1/4' x 3-3/4" PHILLIPS FLAT HEAD dAJ& HEADER1 STEEL ZINC PLATED #12-24 X 13/32' FkTCS EACH. IWO RUVS OF _ 112' �W ABOVE C) NCRCR-Ossl GEORGIA 70092 Pqn�C (770) 449-5S55 Phorwl (105) 557-4006 (103) 7U-3117 (2) AT 2-9/16'. TAP -CON BY ELCO FAX (770) 734-11*0 Fax, (3= 362-622 Dq C4M()%C#4 FINSTAMT STAINLESS STED *oIn x 9/16,SMS- TYPICAL ASSEMBLY ( I -TR-iFAB FRAMM"';" r��' � OFFSET PN t ZINC PLATED FHMS (#28-350> NTED #12-24 X 5/9 FHKS (020-350) TYPICAL ASSEMBLY TRIFAB FRAMING BUTT HINGE CONT. HINQE SIMILAR OFFSET PIVOTS 50-322 CAST ALIJMtNLIM TOP PIVOT SET 3t4' ATTACHED To FRAME 10ITH (3)CARBON STEEL ZINC PLATED # 12-24 x 5/8- FIHMS < 428-350). I I {-4T ATTACHED TO DUUR V1111 (2)CARSON STEEL. ZINC PLATED X 5/8 HIHMS 3/4' - 50-331 STAINLLSS STEEL __7 CAST ALUMINUM #I2-24 x 9/wINTERMEDIATE r"s PIVOT SET 028-848). ATTACPID, TO DOOR WITH <2)STAINLLSS STEEL #12-24 X 9/16'FIHMS, �F ATTACHED TO FRAME VITH 1F l (2>STAINLESS STEEL $12-24 X 9/16'FHM5 028 -848) - CARSON STEEL ZINC PLATED #1e-24 x wwrtims (N28-845), ..90L.T CUTOUT TYPICAL I H R ESH OLD I Fro BOLT CUTOUT RAJFj,;,HQWN SINaZ__,UQQR_5J91LA3 'LPER[METER FASTENER SEE SHEET 3 >S 4 50-326 RH 10-321 LH FL' _ CAST ALUMINUM TOP PIVOT SET jl ATTACHED to DOOR WITH (t) CARBON' STEEL ZINC PLATE L/4-20 x 3/8' HRMS (O28-703). I)ALLOY STEEL ZINC PLATED 1/4-20 x 3/9' SHCS (#28-700. AND ( I) cARMN STEEL Z I KC PLATED 1/4-20 x 112' HHIMS (028-702). ATTACHED TO I-RAPIf. 1 W I TH CARRON 0 0 Mia -24 X 5/8'FHMS STEEL ZINC PLATED ( 0 cc MS 1850 3 -POINT ACTIVE LOCK 9/16' LAMINATED GLASS T200-901 PROTOCOLS PA 201/202/203 %*v 1200 -001-04 —232 BUTT HINGE 37HINGE VIT STI EL K BRASS PLUG AND 4.—I STAINLES S STEEL PIN, --- (BY HAGER HINGE) Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS 4' tq �111 (3051 557.4(XX (3013) 758_31t7 Cn Z PAT T. Iwrc05/08/OZ! w 0 15 112* 1'� I < j x in Z 6 3/41 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD ob 3t STAINLESS STED *oIn x 9/16,SMS- TYPICAL ASSEMBLY ( I -TR-iFAB FRAMM"';" r��' � OFFSET PN t ZINC PLATED FHMS (#28-350> NTED #12-24 X 5/9 FHKS (020-350) TYPICAL ASSEMBLY TRIFAB FRAMING BUTT HINGE CONT. HINQE SIMILAR OFFSET PIVOTS 50-322 CAST ALIJMtNLIM TOP PIVOT SET 3t4' ATTACHED To FRAME 10ITH (3)CARBON STEEL ZINC PLATED # 12-24 x 5/8- FIHMS < 428-350). I I {-4T ATTACHED TO DUUR V1111 (2)CARSON STEEL. ZINC PLATED X 5/8 HIHMS 3/4' - 50-331 STAINLLSS STEEL __7 CAST ALUMINUM #I2-24 x 9/wINTERMEDIATE r"s PIVOT SET 028-848). ATTACPID, TO DOOR WITH <2)STAINLLSS STEEL #12-24 X 9/16'FIHMS, �F ATTACHED TO FRAME VITH 1F l (2>STAINLESS STEEL $12-24 X 9/16'FHM5 028 -848) - CARSON STEEL ZINC PLATED #1e-24 x wwrtims (N28-845), ..90L.T CUTOUT TYPICAL I H R ESH OLD I Fro BOLT CUTOUT RAJFj,;,HQWN SINaZ__,UQQR_5J91LA3 'LPER[METER FASTENER SEE SHEET 3 >S 4 50-326 RH 10-321 LH FL' _ CAST ALUMINUM TOP PIVOT SET jl ATTACHED to DOOR WITH (t) CARBON' STEEL ZINC PLATE L/4-20 x 3/8' HRMS (O28-703). I)ALLOY STEEL ZINC PLATED 1/4-20 x 3/9' SHCS (#28-700. AND ( I) cARMN STEEL Z I KC PLATED 1/4-20 x 112' HHIMS (028-702). ATTACHED TO I-RAPIf. 1 W I TH CARRON 0 0 Mia -24 X 5/8'FHMS STEEL ZINC PLATED ( 0 cc MS 1850 3 -POINT ACTIVE LOCK 9/16' LAMINATED GLASS T200-901 PROTOCOLS PA 201/202/203 %*v 1200 -001-04 —232 BUTT HINGE 37HINGE VIT STI EL K BRASS PLUG AND 4.—I STAINLES S STEEL PIN, --- (BY HAGER HINGE) Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 Z0< CPJNSJLTING ENGINEERS 4' tq �111 (3051 557.4(XX (3013) 758_31t7 roxt (305) 362-16262 Z PAT T. Iwrc05/08/OZ! w E M 0. 15 112* 1'� I 0 _: j x in Z 6 3/41 'irrrwir�.� FASTENER LOCAIIQN SAME AS HEAD ob 3t 61 1,- Q a D < MAX (.3 in 0 CONCRETE M I N 32qQ PSjl C7) CONC2ETE MIN, 30 0 4 S PERIMETER FAQ1)TF'_"NE_R Lu"CATION", LLJ o AMaNtd ju crialph'10111A 114114 At 6 I%vwftcA PUNCHED OPENINGS TRI AB FRAME/CONCRETFZCBS�) ;U /STEEL SUBSTRATES Dwk 1 & ;t n %r NVU�7-03� • Lr) r- 6 7V_'L" --- FASTENER SCHEDULE co C 11 0 'D • to _j 00 FASTLNED TO HINGE STILE AND 70 RUPERT E. FISHER NUMBER MATERiAL DESCRIPTION SUBSTRATE LOCAIII014 FRAME WITH <4> STAINLESS STEEL MIN. IMBED. MAX, SPACING vaw VK H. MCIERS, F1E,xw M Akam 0mv" CONSULT [NO tNGI[NCERS 1/4' x 2-1 /*' PHILLPS FLA I HtAU OCINMn T�ip.ESHOLD By ELCO 1-112- %ff- AM�f Product Englneehngh Devebprient 1301 R L 6tti AVM" CONTNUOUS HINCI 606.1-T6 ALUMINUM tAFCON (BY HAGER/ROTON).>_ > 0 0 1555 flUTHRIDDE r13AT MJaml Slurrm, I'L 331J8 IL Df 450 1/4' x 3-3/4" PHILLIPS FLAT HEAD dAJ& HEADER1 STEEL ZINC PLATED #12-24 X 13/32' FkTCS EACH. IWO RUVS OF _ 112' �W ABOVE C) NCRCR-Ossl GEORGIA 70092 Pqn�C (770) 449-5S55 Phorwl (105) 557-4006 (103) 7U-3117 (2) AT 2-9/16'. TAP -CON BY ELCO FAX (770) 734-11*0 Fax, (3= 362-622 Dq C4M()%C#4 FINSTAMT 11/4 - 2D x 2-1/2* FLAT HEAD THREA0, STEEL 1/0* SEE MOVF PRODUCT APPROVAL DRAWINGS JME C7/0�110P UR4M 5 SITF i t4cliTTING Scf�Ew 4 1 -1 1 KAWNEER 350IR DOORS - IMPACT ,:� , STAINLESS STED *oIn x 9/16,SMS- TYPICAL ASSEMBLY ( I -TR-iFAB FRAMM"';" r��' � OFFSET PN t ZINC PLATED FHMS (#28-350> NTED #12-24 X 5/9 FHKS (020-350) TYPICAL ASSEMBLY TRIFAB FRAMING BUTT HINGE CONT. HINQE SIMILAR OFFSET PIVOTS 50-322 CAST ALIJMtNLIM TOP PIVOT SET 3t4' ATTACHED To FRAME 10ITH (3)CARBON STEEL ZINC PLATED # 12-24 x 5/8- FIHMS < 428-350). I I {-4T ATTACHED TO DUUR V1111 (2)CARSON STEEL. ZINC PLATED X 5/8 HIHMS 3/4' - 50-331 STAINLLSS STEEL __7 CAST ALUMINUM #I2-24 x 9/wINTERMEDIATE r"s PIVOT SET 028-848). ATTACPID, TO DOOR WITH <2)STAINLLSS STEEL #12-24 X 9/16'FIHMS, �F ATTACHED TO FRAME VITH 1F l (2>STAINLESS STEEL $12-24 X 9/16'FHM5 028 -848) - CARSON STEEL ZINC PLATED #1e-24 x wwrtims (N28-845), ..90L.T CUTOUT TYPICAL I H R ESH OLD I Fro BOLT CUTOUT RAJFj,;,HQWN SINaZ__,UQQR_5J91LA3 'LPER[METER FASTENER SEE SHEET 3 >S 4 50-326 RH 10-321 LH FL' _ CAST ALUMINUM TOP PIVOT SET jl ATTACHED to DOOR WITH (t) CARBON' STEEL ZINC PLATE L/4-20 x 3/8' HRMS (O28-703). I)ALLOY STEEL ZINC PLATED 1/4-20 x 3/9' SHCS (#28-700. AND ( I) cARMN STEEL Z I KC PLATED 1/4-20 x 112' HHIMS (028-702). ATTACHED TO I-RAPIf. 1 W I TH CARRON 0 0 Mia -24 X 5/8'FHMS STEEL ZINC PLATED ( 0 cc MS 1850 3 -POINT ACTIVE LOCK 9/16' LAMINATED GLASS T200-901 PROTOCOLS PA 201/202/203 %*v 1200 -001-04 —232 BUTT HINGE 37HINGE VIT STI EL K BRASS PLUG AND 4.—I STAINLES S STEEL PIN, --- (BY HAGER HINGE) M Akre rAffv" 'Pri:idurt Engineenryg •& Development 555 GUIHQ1D�A akAT r'EURtiA 3(;094 FWJK (770) 449-55M C '1 -1560 FAX 7701....—. PRODUCT 4PPRb VAL DRAVINCS KAWNEER 350IR IMPACT MS 1850 3 -POINT ACTIVE LOCK 9/16' LAMINATC0 CLASS PROTOCOLS PA 201/202,/203 7 Apprund as cvmpk$isj_"k Ok Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& 6 VK N. MEYERS, P. E. CPJNSJLTING ENGINEERS 9301 K L 6th Avremir tq �111 (3051 557.4(XX (3013) 758_31t7 roxt (305) 362-16262 Z PAT T. Iwrc05/08/OZ! w T200-901 E M 0. Z 9 of -1.1-9--r 0 _: j x in Z X x a 'irrrwir�.� _01 w ob 3t •00 `'::1 C7) � 0 4 S LLJ o 6 P I _j to 0 ;U 0 • Lr) r- 6 co C 11 0 'D • to _j 00 FASTLNED TO HINGE STILE AND 70 FRAME WITH <4> STAINLESS STEEL 012-24 X 9/16'FRMS (020-848): 50-821 CONTNUOUS HINCI 606.1-T6 ALUMINUM C014TI1,AJOUS HINGE, (BY HAGER/ROTON).>_ > 0 0 1- tY IL FASTUNUD TO HINGC S71.0 AND TO FRAME WITH (26) CARSON Z 0 UL >- STEEL ZINC PLATED #12-24 X 13/32' FkTCS EACH. IWO RUVS OF < _j Z SCREWS 3/4' APART, (2) AT I' FR( -JM BOTTOM, (2) AT 2-9/16* C) (1) AT 2-9/16', (15) STAGGERED AT (2) AT 2-9/16*: w U (x (2) AT 2-9/16'. M Akre rAffv" 'Pri:idurt Engineenryg •& Development 555 GUIHQ1D�A akAT r'EURtiA 3(;094 FWJK (770) 449-55M C '1 -1560 FAX 7701....—. PRODUCT 4PPRb VAL DRAVINCS KAWNEER 350IR IMPACT MS 1850 3 -POINT ACTIVE LOCK 9/16' LAMINATC0 CLASS PROTOCOLS PA 201/202,/203 7 Apprund as cvmpk$isj_"k Ok Irkixkk sawba C*& STORE DESIGN & CONSTRUCTION DATE: N0A# Mh*A PO& RapCRY E. r)sHER VK N. MEYERS, P. E. CPJNSJLTING ENGINEERS 9301 K L 6th Avremir Shcwes, FL 331;:1:3 �111 (3051 557.4(XX (3013) 758_31t7 roxt (305) 362-16262 Z PAT T. Iwrc05/08/OZ! w T200-901 E M 0. Z 9 of -1.1-9--r 0 _: F"fRCIDUCT AFFF,'OVAL ANID �14NUFAC%F�Fzur IN57ALL,4710N IN57FRUCT IONS f=OfR: <4LUNEFEF,) 5TOi�FEFF,)ON7 WINDOWS ISSUED: I OR PERMIT 05-31- / ISSUED; 5-31-IISSUED: PRELIM. ISSUED: LIGHTING XX/XX/XX REVISIONS: A xxxxxx X/XX/XX/ 00 - DESIGN & DRAWING APPROVALS -1 STORE DESIGN & CONSTRUCTION DATE: ❑MERCHANDISING DATE: ODEALER DATE: Z Ix 0 L6 A THIS PRAUX5HELT 15 NOT SEALED BY T4E ARCHITECT. MANUFACTURE RB PRODUCT DATA AND INSTALLATION INSTRUCTIONS ARE PRESENTED HEREIN AS A REQUIRtMEN-1- 01' THE FLORIDA MILD11,16i C.ODF THE ARCHITRGT ASSUMES NO LIABILITY WITH REGARD TO THE MANkirACTUPMR5 PRODUCT OR THE MEAN5 AND METHOD OF THEIR REC.01-tlEtnED IN6TALLATICN.1 L) • > Ix 0 L6 Z w w 0 0 E M 0. Z w 0 _: j x in Z X x a 'irrrwir�.� _01 w ob 3t •00 `'::1 C7) � 0 THIS PRAUX5HELT 15 NOT SEALED BY T4E ARCHITECT. MANUFACTURE RB PRODUCT DATA AND INSTALLATION INSTRUCTIONS ARE PRESENTED HEREIN AS A REQUIRtMEN-1- 01' THE FLORIDA MILD11,16i C.ODF THE ARCHITRGT ASSUMES NO LIABILITY WITH REGARD TO THE MANkirACTUPMR5 PRODUCT OR THE MEAN5 AND METHOD OF THEIR REC.01-tlEtnED IN6TALLATICN.1 PROJECT NO. 04-102 DRAWING F14—(0 L) • E M 0. 0 _: L74— ob 3t •00 __j L1_ n LLJ to 0 0 • Lr) r- 6 co C 11 0 'D • to _j 00 PROJECT NO. 04-102 DRAWING F14—(0 ^ �Q: Hydraulic Informotion I System Volume 295 Static Pressure 64.0 Flow Test Date Residual Pressure 60.0 Flow Test Location 1 Residual Flow 1196 Tested by Test Elevotinn fRelative to Source Elevation) 0.000 % V _ 28'-D' p O 2'-0' z _ I �<v �, In z -aye' 2'-6` II �i D- 0 _ o FLOW SWITCH 21-42 r—i 21 0 4-1Or' MAIN RISER 3 s" c yf 2 2 �r� ti' Ji I O 2 2 2 2 f /` ; - 15-3 6-1 / 17-1 2 1-7': 1 -2 2 4-� 2 912 2 r✓j� Q� Jf\�Q� (✓jam Q7?- QJQ \O l QT 4 Q �. • ♦ JO / 411 ♦ ♦ % 4% 411,11, ''1.'h, ♦ ♦ ♦ C� � % ` i '` / ++y ry r / '.. 0 Ci�,zi f / f /1111111 Ill lllllllllltll/,11III 11111111111111111[Ili 11111111111111111111"1111111111111111111111111 PROPOSED FIRE HYDRANT BY OTHERS POINT OF SUPPLY- POINT OF SERVICE 1 --- -- ... __ - - --- - _2 x12%6" TEE . - -- .._..___-------- - - _ __ _ -- - -- - - _, , / / / KE MINNI DRIVE / /---- - --------- - - - - ----------- L A NFIDE SIB-'A-'1NKLEA'-' SITE GENERAL NOTES 1. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NEPA 13, 2002 AND PROJECTS SPECIFICATIONS 2. ALL MATERIALS USED SHALL BE SPECIFICALLY LISTED FOR FIRE SPRINKLER SYSTEMS OR SHALL BE IN ACCORDANCE WITH NEPA 13. 3. ALL PIPE 1j' AND LARGER SHALL BE SCHEDULE 10 BLACK PIPE AND SHALL UTILIZE GROOVED OR WELDED FITTINGS, 4. ALL PIPE 1' AND SMALLER SHALL BE SCHEDULE 40 BLACK PIPE AND SHALL UTILIZE THREADED FITTINGS 5. HANGERS SHALL BE LOCATED ON EVERY BRANCH PIPE OR ON CLOSELY SPACED HEADS @ A MAXIMUM OF 12-0. ALL ARMOVERS GREATER THEN 2-0 IN LENGTH SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH NEPA 13, SIDE WALL COLUMN HEADS TO BE SECURLY FASTENED. 6. ALL REQUIRED FLOW AND TAMPER SWITCHES SHALL BE PROVIDED BY FIRE SPRINKLER CONTRACTOR. ALL ELECTRICAL WIREING SHALL BE BY OTHERS 7. SPARE HEAD BOX WITH EACH TYPE OF HEAD AND WRENCH PROVIDED. 8. FIRE SPRINKLER CONTRACTDR'S WORK STARTS AT INSIDE RISER FLANGE AND INCLUDES ALL INSIDE OVERHEAD SPRINKLER PIPEING. NOTES I6 1 T'7 t--M1-=A SCALE 1"-25'-0" RECESSED PENDENT UPRIGHT FIRE PROTECTION — HEADS MTS 1 _ REVISIONS DATE DESCRIPTION Beam Clamp Q� -' A. T. Rod (Length) Hanger Ring Remote Areo I Flowing Heads 5 Stott Head PSI 15.0 Start Head GPM 45.2 Wet / Dry WET Density 0.150 Hazard ORDINARY 2 Area 1500 SOFT per Head 320 Code NFPA 13 Lend Ratio 1.20 Eley-Hd to Riser (') 0.000 Construction Max Velocity 12.9 PSI -Hd to Riser 0.000 Source Nome or Location Source PSI Avail at Source 63.4 Req'd at Source 410 Inside Hose 100 JGPM PSI Req'd at Source 62.9 Duration of Source 0.000 Outside Hose 150 Safety PSI 0.587 Req'd Source Volume 0.000 Pressure I Available Pressure of 63.4 psi Exceeds Required Pressure of 62.9 psi Summary This is a safety margin of 0.6 psi or 1-X of Supply Advanced Max Density Available 0.151 I PSI loss - TOR to Source 19.1 (Rock Summary GPM at Max Available Density 412 Demand 0.000 HANGER DETAIL 1413 SPRINKLER SYMBOLS BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL Q• 24 PEND WHITE 155 5.60 1/2' 50 PEND WHITE 155 14,00 3/4' EC -14 12 UPR WHITE 200 14.00 3/4' EC -14 e*1111I IN -14. SPRINKCAD —J—M&M—F FIRE SPRINKLER PLAN VIEW SCALE 1/8"=1'-01' CAPSCO INDUSTRIES INC. 1212 NORTH 39TH. STREET SUITE 406 TAMPA, FLORIDA 3365 813-241-4200 PLANS REVIEWED CITY OF SA FORD SAES FLOOR UNLESS NOTED OTHERWISE CEILING ELEVATION: 1116 MAIN PIPE ELEVATION: 1219 BRANCH PIPE ELEVATION: 12'9 ELEVATION FROM JOB REF:O 1 t r REVIEWED By- Seaford Fi e Pr v'Div. 1011g a Date, s FIRE SPRINKLER BADCOCK PLAN VIEW PERMIT NO. ORLANDO BLVD. & LAKE MINNIE DR. CONTRACT NO. S ANFO RD, FLORIDA APPROVAL gig DRAWN BY RA PEnMIT -IV' jjp• SCALE AS NOTE DATE 5/17/C CONTRACTOR: CHAMPMAN CONST. REVISED FP 1 PLOTTED F 2-0 P.S.F. ' WIL BWING ( 3" B05-1254 WA L 1. 1A wFi. E VA =10 7 0 imV (863) 465-9185 SCALE: 1/81' = 1'-0' Fax "J 0 (863) 465-5827 2- — — — — — — — — — — --------------- — — — — — — — — ------— — — — — — — — — — — — --------------- --------------— — — — — — — — — — — — --------- — ------------------- - — — — — - ---------r "WHERE 77, PROPERTY WAL1w. PLAN Qu I S T SCALE: 1/8' -- 1'-0' :AN 01 ' 2' 4! 6' 8' 16, R A E E SCALE 1 /8. E ...... 'A Fourth Generation Builder 2 4 1 VERTICAL # 5 REBAR CONT. __I 4 PROJECT TITLE @48" O.C. MIN. w/STD. 90* HOOK EMBEDDED 6" IN1O FOOTING Sanford Badcock LAP VERTICAL REINF. MIN. 25 IF I L Furniture Store FOUR CELL FULL w/4x4 (11EANOUT 4 I L 12x12 CMU COLUMN PROJEC f ADDRESS F w/2, CONTINUOUS M- (i renc - -,venLIP, 12 X 12 UBLOCK )p Sanford, FL 7 I---. T-- --y-F�!�T -afT -I 7 . 1-1- 7 -111 -r -l- 1 1, j I -.I� 1- L T- 'T I T- I I T- T- F, f- 7 r I" T, T" I F -L- -LT L L L. 111 -LJ-- J- F LT r -Ju Ff I ---- F -L �r 1�-L L L L 4� -'f-- F J J-, L I I I J -_J- I-rL,-L_ I [ -F-L L i 1-ru I Fj I J-1, -FF- IF T -Fj-,- L -L - - V. . 4' 7 ji- 74L 1 1, 7 E V- 1�111- V, 1, T, V' T F 7 'L L i L. L i A i- 1 1. L. il. I iD , - 1- Lv V F F 'T Lf E C I' I it I -L -L r I If fill III I I I I I I Uj L 6-- ILEAII CUMPACIED ARCHCi if "GANICS 74,% 1MIFIED PRONOR, ID Ir, ........... I -T- CLEAN COMPACTED EARTH NO ORGANICS 95% MODIFIED PROCTOR, 2,000 P.S.F. SOIL BEARING 0;� I 07-Trr" 7., A SCALE: 1/2" = 1'-0" 1 VERTICAL # 5 REBAR PONT. @48" O.C. MIN. w/STD. 90* HOOK EMBEDDED 6" INTO FOOTING LAP VERTICAL REINF. MIN. 25 POURCELLFULL w/4Av4 CLEANOUT 1' F _7 F- I t j ;-'O'w X 12'D STEP FOOTER 2, IF GRADE EXCEEDES 45' SLOPE, SUBSTITUTE SPREAD FOOTER FOR ALTERNATE STEP FOOTER CONFIGURATION, STEP IN INCREMENTS WHERE DEPTH OF FOOTER STEP DOES NOT EXCEED Y2 WALL LENGTH (MAX,) TO MATCH GRADE. 24/��fi T— ............. ..... ........ . ... .... ....... - t . ........ . .. ....T.. . ............. ........... .. ... .......... . ... ...... .......... .. . . . ........ .... . .... *-.*.--.---.Iii - ------ �{i I ......... ... . ........ l ... . . .... . ...... C—% L. I I -ii _I 'I(__ 1 � ii ii.......... . ..... . l__. . . ..... ..... . ....... it � __ __ ------ . ...... ----- ------ --- ------- ............ ....... . . ...... . . .. . ....... ..... ....... ...... . ..... .......... ... . ....... . .... ---------- . ............ . . . . . . . . . . - --------- ------------- ------------- -------- - - - _4 ii - it � 9 0 B III- - =w CLEAN COMPACTED EARTH ��u�„III-III-IIt- r C� A N 0 0 R F -j A N I C'S, . 95% M 0 D I F IE PROCTOR) 2)000 P.S.F. 'S OBEARING BEARING 7YPICAL PANEL SECT! A 2 3 r w/2 POURED CAP N1 EA # 5 REBAR IN BOND BEAM CONT. iI TIES TO VER # 5 BAR @48" O.C. AND HOOKED AROUND COLUMN REBAR Afeas 24"w X 36"d CONIC. FTG D arf"a 1500 w /2, 5 REBAR CONT. (__ 2 VERTICAL # 5 REBAR CONTI, # TOTAL 1500 MIN. 25" LAP, OWNEMIGONTACT Kendall Everheart Sanford, FL. CMULTANTS SDes tfucturzM ign Only By 2,4 s Y A. BWN P.E. ORO N 2,500 P.S.I. @28 DAYS, �M PROFESSIONAL ENGINEER #11649 P.O. BOX 1778 ' CROSS SECTION AT COL#'Pvlw%-# C INAUGHULA, FL 3�813 SCALE: 1/2' = I'—Q" DATE. 1/20/06 REVISIONS :7 flMOM — 1FfcatSubmitGat — B 8xl 6 CMU WALL 8 X 8 USLUCK BOND BEAM CONT, 24' BETWEEN COLUMNS I W/2" POURED CAP TIED TO #5 IN U BLOCK 1 EA # 5 REBAR IN BOND BEAM CONT. N4ARK I DKIE DESCRIPTION -,qE'-j- TO VER # 5 BAR 048" O.C. PROJECT NO: CCCOU12005 20w X 12'd CONC. AND HOOKpn AROUND COLUMN REBAR CAI) DIM FILE: 001 SPREAD FTG �n DRAWN BY: SSK 1 VERTICAL # 5 REBAR CONT. CHM BY-. RC W/2, #5 REBAR CONT. B" " 048" O.C. MIN. chopmarl's Construction Cu., Inc. MIN. 25LAP, SHEET TITLE 1 -EI PROPERTY WALL 0 9,500 P.S.I. @28 DAYS, A 32 PROVIDE 4" KEY TO SHEET I OF I 20 MIN DESIGNED WP. SNA a MASI RECEIVE DOWNPOUR WALL CROSS SECTION AT F1L LED CELL toonstruction SCALE: 112' = 1'-0' 6 OMP8�1 i i'l 0, 5 6 7 V; 4- —111 � A