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2884 Orlando Dr - BC03-002120 (NEW COMMERCIAL BLDG) (A)PERMIT ADDRESS ELECTRICAL CONTRACTOR —T'(7 r. a MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION ty d m U) cn u �A w No= 70'-0" 25'-0" SEE MANUF. DRAWINGS FOR ANCHOR DOLT LAYOUT 8'-4„ 1 C-47 HVAC METER CU PRE - BENT ENGINEERED STEEL -OWNS 'No— 16" LNG BOLTS W/ 3" HOOK 21 A- _7 -----5" CONC SLAB W -10/10 / wwm6X6 ELEC Fol L IEJ i_O�LE F _j o" -!F PANEL STUB OUT FOR FUTURE ELECTRICAL PAD Foanw r�A DEMAND IN FUTURE V. 011 u/h 7 REBAR HAIRPIN 7 W/ 10' LEG W 12 rBII l HOOK r. A I 4 SQUARE (TYPICAL) #5 REBAR 5 REQUIRED 4 i FILLED CELL n EACH WAY 0 CA W1 1 45 VERT T Yr" I C AL F 0 U N D AT 10 N @ BENT L 11 TA I L 4 DE 4 CONTROL JOINTS Al SAWCUT 3/8- DEEP WITHIN AT - m 24 HRS OF POUR ______ A 1 A F_ to 1ri v 5" CONG SUkB Ln __ _ i - ....... «......._ {I W/ 6x6-10/10 WWM SOIL. BEARINGS HAVE NOT BEEN TAKEN it �"� L ASSUME 2000 PSF SOIL. BEARING NOTIFY ARCHITECT � • -' � I I - /-__ .r.,...�.._..w �. IN WRITING. IF CONDITIONS 'i i i �.`.� 9 ARE DIFFERENT. It LL, —PAD FOO'riIsIG OWNER IS RESPONSIBLE FOR [7.....'. COL BEYOND 0 END,,.WALL ANY ADDITIONAL SOIL/STRUCTURAL (A CA ENGINEERING AS WARRAN TED BY CODE 4 CONC SLAB (3000 PSI MIN.) II MIN. W/ 6X6 10.10 WWM ON 4 TYP IA L rOUNDATION C, 6 MIL V.B. (JOIN-rS TAPED) ON TERMITE, TREATED, WELL COMPACTED SOIL ALONG PERI MErrs R (95% MODIFIED PROCTOR) II AT OPTIMUM MOISTURE CONTENT DETAIL ES ALTERNATE: SUBSTITUTE FIBERMr-z>H r '�44N PFWITNED AND COND INSTEAD OF WWM IN SLAB, 0 1 - r I s 'C' J�C) p 99;14L 3/4)s 1'—Opo A 1, 1"YTfioplTyr. L r' A 13 1 i-�� ALL DEBRIS TO BE REMOVED FOR A Ci V-41CAL COU MINIMUM OF.16' DISTANCE ALL ALONG w I REQWIR,114(� , I. .,,4 -rHE PLANS,. 6' TR LjWjQN5 QF THE SLAB PERIMETER AS WELL AS UNDER THE SLAB. SEE ENGINEERING PLANS FOR FFL L r I___5" CONG SLAB W/ 6x6-10/10 WWM 00 a 0 X to to N utFICE COPY 10 10'-0" ---PAD FOOTING ------- 0 END WALL, COL III 11 2 aIl T Y �"`A L F 0 U N D A T 10 K ON ANY CONW, V"501"'M STRUCiLIAL STEEL 6KAWINr AM A%�PUCT WILL REQUIkE 13 -4" .01111T. MOM AN I�IDEPSNDEW .5T . RUOTUAL ENG. ON THA 'PLACEMEtg N D WALL COL. ,T 6F TK S �- I _ I _________ I I _ __ __... __. —_____ _ ___ __ _____ ice^ D _AIL T El I '"MIN 31-44 25 201?-O#s —v CONT UCTIi BY: RECEly A GRAY DEVEL.(.' :MENT MAY LAKE MONRO.C. FLORIDA I 700 PER IT 321 L_ 1�7 2 2 SCALE: 1 /S!, 1 FAX 3 2 8 nr 2003 Robert Hambrick, Architect. rji t. CLIENT CONTACT 407-000-0000 r q rz, r 'MAIL=RAHAD0A0L.COm' FAX 407)644-1063, AR6776 z `Lm O m cr) Ld t" V) Lo 50 Ll w 0 Lf) -t 0 Lj 0 _j > LL- < 0 y y 0 0 - F_ ('0 z Ld 01" DRAWN CHECKED DATE FILE J. SHT /4/ OF 7 :-Q MIN 11 q- rc-:,,visions V. I L: ACCESSIBLE URINAL: URINAL HEIGHT SHALL BE ELONGATED RIM TYPE W/ MINITING HEIGHT MAX .17" ABOVE FIN FLOOR CLEAR FLOOR SPACE OF 30"X48" SHALL BE CLIENT CONTACT PROVIDED IN FRONT OF URINALS. 407 -000-0000 URINAL SHIELDS THAI' DO NOT EXTEND BEYOND THE FRONT" EDGE OF THE URINAL RIM MAY BE PROVIDED WITH 29 "CLEARANCE BETWEEN THEM. T MIN FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL BE NO MORE THAN 44" AFF CONTROL LOCATED ON WIDE SIDE OF TOILET ROOM 1. 1 1/2" DIA. GRAB BAR W/ 1 1/2" MIN. OF SPACE BETWEEN WALL & GRAB TOILET N PAPER BAR 36" GRAB LONG BAR •c --r 4 2. GRAB BAR SHAH NOT ROTATE IN — FITTINGS. Go flA N 3. GRAB BAR FO WITHSTAND FORCE OF 250 Ibs. IN SHEAR, BENDING &TENSILE STRESS CONDITIONS. V) 4. MOUNTING HEIG14T OF GRAB RAIL T SHALL BE 33" (+/-) 1/2- 'ro op OF BAR T 11'-' AP ACCESSIBLE T O-I'LE, cfj =1 0 MIN CLEAR FLOOR SPACE ------ yrj 40-0" MIRROR EMAIL=RAHADOAOL.COM 17" FAX (407)644-1063 MIN. LEVER X I. A R 6 7 )7115. .............. ui rl_ 7Lr) M REMOVEABLE APRON T 8" 04. KNEE 'CLEARANCE 6" MAX, TOE CLEARANCE V) V) 0 Lo W Lr) < -N1( (J E' AC(E..0SIBLE S] E2 w r-1 J 011 IJJ _j > -'o X SPOUT TO HAVE WATER 0 (D < T CL FLOW OF A LEAST 4" HIGH 17-19 AND A TRAJECTORY THAT IS INSTALL PAPER CUP fA (A LL' 011% PARALLEL W1 FRONT OF DISPENSER ON WALL E FOUNTAIN ADJACENT To FOUNTAIN FACBC 4.15.3 CD 04 z CONTROLS PER. ++ >- I FACBC 4.27.4 CL PR 3'-o x 6,-a" HA N'D I CA P DRINKING STORE FRONT DOORS ra W1 F.G. SIDE LITE W1 THRUST DEAD BOLT Flo UN7AIN LOCK LOOP VENT VTR EI IN . ............ .......... ... .. U r LAV rypiCAL TOILET LAYOUT 4' CANOPY WC AND SHOWING DRINKING DRAWN 4 CANOPY L___- - --- ------ - -_ - - - - - - - - - -- - ---- - - - - - - - - -- - - - - ----- - - - - -- - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - - - - CHECKED - - - - - - - - - - - - - - - FOUNTAIN 4 1*14 0 l DATE - Co Rh o 0 4* 1- FILE — NOTE: ALL INTERIOR NDOW DOORS TO r—"b ff--'b WISCHEDULE PLUMBIT-RIC JOB NO.NG I S 0 ME r E Li LA t%,,4 RECEIVE LEVER TYPE HANDLES SIZE TYPE REMARKS FINISH s' A 8" SCALE 1/4"=1'_U„ A. 6, 'X 2' - FIX ALUM FRAME BANKERS BRONZE SPIT a C. 14', X 6'-8"' FIX ALUM FRAME BANKERS BRONZE 2003 Rrjb.-,rt Hambrick, Architact. OMMUMAMMUM dw lo' r- - - - - - WALL PAK FXT. LJ LIGHT 7p,-0" --------- -- ELE(O.TRICAL LEGEND 3=. '"ELECTRICAL DIS-MIBUTION PANEL (s) u"Amw am, two r- - - - - - WALL PAK FXT. LJ LIGHT 7p,-0" --------- -- 2003 Robext Hornbrick, Ampact. -rev i s i o ns -- Ir F t. CLIENT CONTACT # 407--000-'0000 i, I ElAAIL=RAI­-IAD@A0L.CoM I DRAWN CHECKED DATE & FILE JOB NO. SHT A -.3 OF . . ....... ELE(O.TRICAL LEGEND 3=. '"ELECTRICAL DIS-MIBUTION PANEL (s) EXMUST FAN PUSH BUTTON I& EXHAUST W/ HEAT BLOWER M- SVITCH -lj� EXHAUST W/ LIGHT FIXTURE THREE WAY SWITCH _XML WALL MOUNTED EXHAUST FAN %4//lPADDLE �4 FOUR WAY SWITCH FAN STUB ONLY Mtv DIMMER SWITCH GARBAGE DISPOSAL "SWITCH W/ OUTLET DOOR CHIMES 'HANGING LIGHT FIXTURE SMOKE DETECTOR :CEILING MOUNTED LIGHT FIXTURE DUPLEX OUTLET DOWNLIGHT FIXTURE j WATERPROOF OUTLET ay ADJUSTABLE DOWNLJOHT FIXTURE 1/2 SWITCHED OUTLET Fj VAPOR PROOF DOWNLIGHT FIXTURE ISOLATED GROUND RECEPTACLE BRACKET LIGHT FIXTURE 220"1 OUTLET 1-0--i THEATRICAL LIGHT STRIP FIXTURE (I FLOOR OUTLET >—< FLUORESCENT STRIP TELEPHONE FLORESCENT FIXTURE DEDICATED COMPUTER LINE FLOOD LIGHTS INTERCOM TRACK LIGHTING FIXTURE AUTOMATIC GARAGE DOOR OPENER EMERGENCY DATTERY PACK TELEVISION ELECTRICAL MErEA 011OUND FAULT OUTLET DISCONNECT 999 HOLLYWOOD LIGHTS SCONCE. LOW VOLTAGE MITS ILLIjmiptATED EXIT SIGN W/ BATTERY BACKUP 2003 Robext Hornbrick, Ampact. -rev i s i o ns -- Ir F t. CLIENT CONTACT # 407--000-'0000 i, I ElAAIL=RAI­-IAD@A0L.CoM I DRAWN CHECKED DATE & FILE JOB NO. SHT A -.3 OF . . ....... -- - --- ------- ----- Ffev is i on s,. 10 15 A '0 LLIJ MENT CONTACT 407-000-0000, Cf) IE DAAIL=RAHAD0A0L.00M FAX (407)644-1063 A R 60-7 7 6- LO M Lu r 0 Lo V) WW Lr) C) I) w1.0 w L. _ �, -j > U- vt CK 0�� '�Y 0 < z w m� U -)Z ii 0 • ','DRAWN 11 1 JOB NO. OF --/- %NXMU%", cz) IE DAAIL=RAHAD0A0L.00M FAX (407)644-1063 A R 60-7 7 6- LO M Lu r 0 Lo V) WW Lr) C) I) w1.0 w L. _ �, -j > U- vt CK 0�� '�Y 0 < z w m� U -)Z ii 0 • ','DRAWN 11 1 JOB NO. OF --/- %NXMU%", 't rpv I I n ri lz 70'-0" Anvo?n rinum .t �O LEGEND 2 x 4 FLUORESCENT L TYPICAL 2x2 SUPPLY DIFUSER LAY --IN CLIENT CONTACT 407-000-0000 TYPICAL 2x2 RETURN AIR GRILLE LAY --IN I• % TYPICAL 10x6 SUPPLY. GRILLE CEILING MOUNTED r -TYPICAL EXHAUST FAN CEILING MOUNTED TYPICAL ROOF JACK TYPICAL FLEX DUCT wiTH. SPIN -IN DAMPER )ZI TYPICAL RIGID DUCT CQ INTERIOR HVAC"'UNIT OPERATING AMPS 92 AMPS 0 208 MAXIMUM OVERCURRENT W 100 AMPS �Z EXTERNAL HiVAC UNIT OPERATING AMPS = 64 AMPS MAXIMUM 0VERCURREN'r = 80 AMPS MECHANICAL GENERAL NOTES: I IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND St IOULD NOT BI: SCALED. .2 ALL SUPPLY AND RETURN DUCTWORK ORK SHALL BE 1.5" FIBERGLASS CONSTRUCTED IN EMAIL=RAI­IAD9AOL.00M ACCORDANCE WITH CHAPTER 6 SECT ION 603 OF'I'f LE 2001 FLORIDA 13 UILDING CODE FAX (407)644-1063 3 ALL EXHAUST' AND OUTSIDE AIR DUCT SHALL BE UN -INSULATED METAL. it FLEXIBLE AND'RIGI'b DucTTAKE-OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. AR6776 5 DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS to 0) Wf--" 6 SKOKE.DETE'cTOR SHALL BE SUPPLIED BY '['HIS DIVISION AND INSTALLED IN'111E N SUPPLY DUCTOF ALL.UNITS ABOVE 2000 CFM, OR AS' REQUIRED BY CODE THEY SHALL 0 13E WIRED BY DIV., 16.1 LO V) W w 7 CONDENSATE LINES SHALL BE "'IP"TRAPPED AND PIPED TU LANDSCAPED AREA, 8 All -1 SHALL BE I5TQNWrrf120 KW HEATER, 208V/3 PHASE, EQUAL To TRANETWE-180B 0 _j CU -1 SHALL BE 15'I'ON 208V/3 PHASE EQUALTOTRANE'i'TAI80B > LL - 9 EF- I SHALL BE 90 CF&f @.25 EXT. sTATIC PRESS. y 0 to ALL DIFFUSERS -1.0 BE WAY THROW EQUAL TO TITUS TMS 0 ce CL 12- I I ALL ROOF MOUNTED EQUIPMENT TO BE SECURED IN A MANOR •1'0 PROVIDE LOCAL WIND z w LOAD PROTECTION. 12 DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WI -111 00 SECTION 605.3 OF THE STANDARD MECHANICAL CODE, 1997 EDITION. PROVIDE I" WIDE 22 GA. STRAPS OR 12 GA. HANGING WIRE 8 FT. SPACING ON FIBERGLASS OR METAL DUCT FLEX DUCT SHALL BE SUPPOR'T'ED BY RANGERS AMINIMUM OF 1.5" WIDE EVERY 5 FT AND 18" FROM GRILL ANDTRUNK LINE. OUTSIDE AIR CALCULATIONS FLOOR AREA 4900 (SF) 0.15 CFM (SF) 735,r0•I'AL REQUIRED Per ASFIRAE standard 4 't rpv I I n ri lz 70'-0" Anvo?n rinum .t �O LEGEND 2 x 4 FLUORESCENT L TYPICAL 2x2 SUPPLY DIFUSER LAY --IN CLIENT CONTACT 407-000-0000 TYPICAL 2x2 RETURN AIR GRILLE LAY --IN I• % TYPICAL 10x6 SUPPLY. GRILLE CEILING MOUNTED r -TYPICAL EXHAUST FAN CEILING MOUNTED TYPICAL ROOF JACK TYPICAL FLEX DUCT wiTH. SPIN -IN DAMPER )ZI TYPICAL RIGID DUCT CQ INTERIOR HVAC"'UNIT OPERATING AMPS 92 AMPS 0 208 MAXIMUM OVERCURRENT W 100 AMPS �Z EXTERNAL HiVAC UNIT OPERATING AMPS = 64 AMPS MAXIMUM 0VERCURREN'r = 80 AMPS MECHANICAL GENERAL NOTES: I IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND St IOULD NOT BI: SCALED. .2 ALL SUPPLY AND RETURN DUCTWORK ORK SHALL BE 1.5" FIBERGLASS CONSTRUCTED IN EMAIL=RAI­IAD9AOL.00M ACCORDANCE WITH CHAPTER 6 SECT ION 603 OF'I'f LE 2001 FLORIDA 13 UILDING CODE FAX (407)644-1063 3 ALL EXHAUST' AND OUTSIDE AIR DUCT SHALL BE UN -INSULATED METAL. it FLEXIBLE AND'RIGI'b DucTTAKE-OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. AR6776 5 DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS to 0) Wf--" 6 SKOKE.DETE'cTOR SHALL BE SUPPLIED BY '['HIS DIVISION AND INSTALLED IN'111E N SUPPLY DUCTOF ALL.UNITS ABOVE 2000 CFM, OR AS' REQUIRED BY CODE THEY SHALL 0 13E WIRED BY DIV., 16.1 LO V) W w 7 CONDENSATE LINES SHALL BE "'IP"TRAPPED AND PIPED TU LANDSCAPED AREA, 8 All -1 SHALL BE I5TQNWrrf120 KW HEATER, 208V/3 PHASE, EQUAL To TRANETWE-180B 0 _j CU -1 SHALL BE 15'I'ON 208V/3 PHASE EQUALTOTRANE'i'TAI80B > LL - 9 EF- I SHALL BE 90 CF&f @.25 EXT. sTATIC PRESS. y 0 to ALL DIFFUSERS -1.0 BE WAY THROW EQUAL TO TITUS TMS 0 ce CL 12- I I ALL ROOF MOUNTED EQUIPMENT TO BE SECURED IN A MANOR •1'0 PROVIDE LOCAL WIND z w LOAD PROTECTION. 12 DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WI -111 00 SECTION 605.3 OF THE STANDARD MECHANICAL CODE, 1997 EDITION. PROVIDE I" WIDE 22 GA. STRAPS OR 12 GA. HANGING WIRE 8 FT. SPACING ON FIBERGLASS OR METAL DUCT FLEX DUCT SHALL BE SUPPOR'T'ED BY RANGERS AMINIMUM OF 1.5" WIDE EVERY 5 FT AND 18" FROM GRILL ANDTRUNK LINE. OUTSIDE AIR CALCULATIONS FLOOR AREA 4900 (SF) 0.15 CFM (SF) 735,r0•I'AL REQUIRED Per ASFIRAE standard TEXTURED CMU FINISH OPTIONAL 0 s-rucco T iu STUCCO S-rucco 10'—o" METAL SIDING /INYL BACKED INSULA TION 00 - AND rr WALL 10 tm. 7,, $ i I r r . o . CD N 1 - -an J ri 1'1 lip I R--19 BATTS 11 ACOUSTICAL TILE CEILING --Lj Lu111 2 COURSES 8" BOND BEAM, EACH WITH 1--#5 CON'r. MIN LAP 25 It 0 0 revisions N. 0 10 v 0 CLIENT CONTACT X07--000-0000 00 I L, I � I EMAIL=RAHADOAOL.COM w u FAX (407)644 1063 . . . . . . . . . . 1/2" GWI3 ON FURRING A, r7fll 7 7 6 STRIPS, W/ 3/4" RIGID INSULATION tr) cr) 11 L.00 tear�l 14 8" CMU W/ HORIZ. JOINT 04 REINFORCEMENT AT 16" VERTICAL 0 LO Il t. W W if) VINYL BASE w u- 4 0 'cl — — — — — — — — — — — — -- — — — — — — — - L-1 — 0 ()'ALVALUM SID11IG r 0 STUCCO J` a { c'l 10 (1) 77 co C) L 8"r 1 Lei - r e4 OPTIONAL TLXTURED CMU FINISH i �'V CD, ��•T ;?�,. -- H'«F 4 E: L— TYP WALL SEXTION 13'�-4p' CANOPY 0 40-0" 4j-0 DRAWN S'fucco s'rtjcc:() co CHECKED co DATE Fl LE OPTIONAL 6 TEXTURED CML) FINISH JOB NO. V v SHT J U F? E A�' 2003 Robert HafribrIck, Architbct- (D mmarms2ma mff"mmmw=2o=wm am u �L-J STUCCO S-rucco 10'—o" METAL SIDING /INYL BACKED INSULA TION 00 - AND rr WALL 10 tm. 7,, $ i I r r . o . CD N 1 - -an J ri 1'1 lip I R--19 BATTS 11 ACOUSTICAL TILE CEILING --Lj Lu111 2 COURSES 8" BOND BEAM, EACH WITH 1--#5 CON'r. MIN LAP 25 It 0 0 revisions N. 0 10 v 0 CLIENT CONTACT X07--000-0000 00 I L, I � I EMAIL=RAHADOAOL.COM w u FAX (407)644 1063 . . . . . . . . . . 1/2" GWI3 ON FURRING A, r7fll 7 7 6 STRIPS, W/ 3/4" RIGID INSULATION tr) cr) 11 L.00 tear�l 14 8" CMU W/ HORIZ. JOINT 04 REINFORCEMENT AT 16" VERTICAL 0 LO Il t. W W if) VINYL BASE w u- 4 0 'cl — — — — — — — — — — — — -- — — — — — — — - L-1 — 0 ()'ALVALUM SID11IG r 0 STUCCO J` a { c'l 10 (1) 77 co C) L 8"r 1 Lei - r e4 OPTIONAL TLXTURED CMU FINISH i �'V CD, ��•T ;?�,. -- H'«F 4 E: L— TYP WALL SEXTION 13'�-4p' CANOPY 0 40-0" 4j-0 DRAWN S'fucco s'rtjcc:() co CHECKED co DATE Fl LE OPTIONAL 6 TEXTURED CML) FINISH JOB NO. V v SHT J U F? E A�' 2003 Robert HafribrIck, Architbct- (D mmarms2ma mff"mmmw=2o=wm am 3" STUCCO S-rucco 10'—o" METAL SIDING /INYL BACKED INSULA TION 00 - AND rr WALL 10 tm. 7,, $ i I r r . o . CD N 1 - -an J ri 1'1 lip I R--19 BATTS 11 ACOUSTICAL TILE CEILING --Lj Lu111 2 COURSES 8" BOND BEAM, EACH WITH 1--#5 CON'r. MIN LAP 25 It 0 0 revisions N. 0 10 v 0 CLIENT CONTACT X07--000-0000 00 I L, I � I EMAIL=RAHADOAOL.COM w u FAX (407)644 1063 . . . . . . . . . . 1/2" GWI3 ON FURRING A, r7fll 7 7 6 STRIPS, W/ 3/4" RIGID INSULATION tr) cr) 11 L.00 tear�l 14 8" CMU W/ HORIZ. JOINT 04 REINFORCEMENT AT 16" VERTICAL 0 LO Il t. W W if) VINYL BASE w u- 4 0 'cl — — — — — — — — — — — — -- — — — — — — — - L-1 — 0 ()'ALVALUM SID11IG r 0 STUCCO J` a { c'l 10 (1) 77 co C) L 8"r 1 Lei - r e4 OPTIONAL TLXTURED CMU FINISH i �'V CD, ��•T ;?�,. -- H'«F 4 E: L— TYP WALL SEXTION 13'�-4p' CANOPY 0 40-0" 4j-0 DRAWN S'fucco s'rtjcc:() co CHECKED co DATE Fl LE OPTIONAL 6 TEXTURED CML) FINISH JOB NO. V v SHT J U F? E A�' 2003 Robert HafribrIck, Architbct- (D mmarms2ma mff"mmmw=2o=wm am (7 T R A N V E R L'r WALL E C T I N AMA/ EACOUST. "FILE 0 10' AFF 3 1/2" am.STUDS 0 24 0. C, MAX. W1 5/8" GWI3 EA SIDE 25 GAUGE MIN, SET STUDS IN STEEL "C" TRACK -MCrAd WALL, TYP ".) S(. -,ALE 1 -1/2"w 111.�o PP DESIGN PRESSURESFOR OPENINGS 1 N ffATAZi OPENING DESCRIPTION W -MR f, (7 T R A N V E R L'r WALL E C T I N AMA/ EACOUST. "FILE 0 10' AFF 3 1/2" am.STUDS 0 24 0. C, MAX. W1 5/8" GWI3 EA SIDE 25 GAUGE MIN, SET STUDS IN STEEL "C" TRACK -MCrAd WALL, TYP ".) S(. -,ALE 1 -1/2"w 111.�o PP DESIGN PRESSURESFOR OPENINGS 1 N ffATAZi OPENING DESCRIPTION W -MR --w- INFORTIO Wind Velocity (mph) 120 Importance Factor 1.00„,. Company HAMBRICK ARCI-IrrECT; Exposure Category Internal Pressure Coefficient + a 0.18 �� ISTRUCTURES Prepared By Client Name Job Description RAH FLIGHTLINE I . Mean Roof Height (ft) 16 IMEkWONAL, LLC FIX 4 6 4 6.66 1816 -20.2 Building I Building Width (ft) Building Length (ft) Roof Slope (x:12) 70 70 t 7 Job Number 19.0 OPENING MARK OPENING DESCRIPTION LOCATION— ZONE OPENING ELEV.(ft) .__WIDTH OPENING DIMENSIONS (ft) HEIGHT ft MAXIMUM POSITIVE I — PRESSURE (psQ MAXIMUMNEWRE PRESSURE (pst) A FIX 4 6 3 6.66 18.9 .20.6 B FIX 4 6 4 6.66 1816 -20.2 C FIX 4 7 3 2.66 19.0 Ei C E3 0 C F FACTORY INDUSTRIAL C STOREFRONT 41 4.33 14 8.66 16.7 18.3 STOREFRONT 4 4.33 13.33 8.66 16.7 -18A A ,.I INSTITUTIONAL UNRESTRAINED A A 0 El C C M MERCANTILE .8 C C C R RESIDENTIAL B B C C C 8 STORAGE C C C a C, C 1. IN V911TICAL EXITWAYS OF BUILDINO8.3 STORIES OR 1-681N HFj(3Kr OF OTHER THAN GROUP 1 RESTRAINED THE INTERIOR FINISH MAY BE CLASS 0 FOR UNSPRINKURED BUILDINGS ANDCLAPS 0 FOR SPRINKLERED BUILDINGS` .2. CLASS 0 INTERIOR FINISH MATERIAW MAY DEPOED IN AUMLikianwrivE AREAS MINIMUM INTERIOR FINISH SCHEDULE OCCUPANCY 'UNSPRINKLERED SPRINKERLED EXITS EXIT ACCESS OTHER SPACES EXITS (1) EXIT ACCESS OTHER SPACES A ASSEMBLY A A A 8 BUSINESS,' B. 13 C 0 C C E EDUCATIONAL A Ei C E3 0 C F FACTORY INDUSTRIAL C C C C H HAZARDOUS ISPRINKLERED REQD C I INSTITUTIONAL RESTRAINED A A EI (2) A A ,.I INSTITUTIONAL UNRESTRAINED A A 0 El C C M MERCANTILE .8 C C C R RESIDENTIAL B B C C C 8 STORAGE C C C a C, C 1. IN V911TICAL EXITWAYS OF BUILDINO8.3 STORIES OR 1-681N HFj(3Kr OF OTHER THAN GROUP 1 RESTRAINED THE INTERIOR FINISH MAY BE CLASS 0 FOR UNSPRINKURED BUILDINGS ANDCLAPS 0 FOR SPRINKLERED BUILDINGS` .2. CLASS 0 INTERIOR FINISH MATERIAW MAY DEPOED IN AUMLikianwrivE AREAS A 11F T U H 67� 2003 Robert I-Jurnbrick, Architoet. revisions N C � ,1 t. CLIENT CONTACT # 407-000-0000 I r) ,11 - 0 EMA1L=f2AHA0(0A0L.00M JFAX (407)644-1063 fJ (A RR 66 D77 I, Its a� Ljj I” Ln v) w W tr) 0 v] LU 0 moi' LA- T y 0- LAJ Z i. C) FIND 01PIMAIi, 771j, ffid M F, 67 DRAWN CHECKED DATE FILE JOB NO. SHTA OF