Loading...
HomeMy WebLinkAbout1205-1249 W Airport Blvd Plans. U i �.U►1 � �a�����v�6ee��„ Mir Aw �69Ccess in Through. vvo&gading A.B.C.30BI GENERAL FOUNDATION NOTES AND CONCRETE DETAILS FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. IMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY TO BE RF J SHOULD BE DONE WITH DUE REGARD TO THE SPECIFlC SOIL CONDITIONS PRESENT AT THE ACBNCORPUAL IO TIED AS REQUIRED INTO THE FOUNDATION DESIGN. AND LOAD COMBINATIONS MUST BE USED TO DDETERMINE THE DESIGN LOADNIRED RODS' BUTTRESSES, OR DESTED By THE SIGN. THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE DE TO RESIST ALL OF THE CRITICAL COMBINATIONS )ESIGNED FOR IOUS LOADING CONDITIONS. THESE REACTIONS TON RODS AND / OR HAIRPINS (HOOK BARS) SHOO , 1E MESH, ANCHOR BOLT SHEAR ANGLES, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL 87 AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED !TY :DNS. FROST LINE. JLD EXTENDTEND AT LEAST 6 INCHES BELOW TE LOCAL LAB.i6 INCH ON DIMENSIONS WITHIN A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, AL GRADE. IN ALL CASES THE FOOTING SHALL EX BE SQUARE, LEVEL AND SMOOTH. AAN/CEHORtBOLTS SH TOLERANCE- Rp7ELY SET TO A TOLERANCE tt/ SUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS ANDS NOATION OR FLOOR SHALL FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL LNG ANCHOR BOLTS). OTHER MATERIALS. AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 I ARE DES INCLU DIED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL ( AND QUANTITY. )LD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER BE DEVELOPED. BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGN THE ANCHOR dS ARE CONSIDERED THE MINIMUM LOADS T THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO 0.B.C. DESIGN ASSUMPTIONSAR114GTHE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE OVE V• 4 INCH LESS THAN HAVE A MINIMUM TH FAD LENGTH 1/ OFAI INCH. ALL BOLTSPS PROJECTION TION (UNLESS NOTED) AB '0 COLUMN ERECTION. FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. ANCHOR BOLT ETERS FOR THE PRIMA BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA: THESE DESIGN LOA AND COMBINATIONS ARE APPLIED IN ACCORDANCE Ni 2000�Florida Building Code DESIGN LOAD COMBINATIONS DESIGN LOADS p + L D+C + L NGS SHALL 8 _FINISH FLOOR BASE ANGLE FASTENER NOT BY �A.B.0 ) ANCHOR BOLT 5'-0' D.C,CONCR- EQUAL BYMAXIMUM SOTHERS) PING R BA AN LE DETAIL .-unR BOLTS _. .. TYPICAL OVERHEAD DOOR LAYOUT AL SPECIFICATIONS BASIC MATERI p + W METAL BUILDING DEAD LOAD (0) D+C + W COLLATERAL LOAD (C) p + 0.75L + 0.75W p+C + 0.75L + 0.75W 5 psf On Roof Members F ones o'Soo + W 5 psf On Supporting 0.60(D+C) + W ROOF LIVE LOAD (Q permitted By Code 20 PSI, on Roo lr Members in Frames As With Reduction On Support9 WIND LOAD (W) High Veloc'ily Hurricane Zone= B Urban and suburban closely y spaced Exposure (Terrain) Category wooded areas, or other lerr& with numerous closely sp obstructions 3-second gust) 120 mph 8osic Wind S IIee nelosed Buildngs Enclosure FOClas and Classification - E GCPi w rtonee d -0- = 1.0 those listed Wind impo Classification of Building - II. All buildings and other structures except I. Categories I. III, and N IN ACCORDANCE WITH ANSI/AWS WELDERS QUALIFIED ELECT ODES TO ALL FIELD WELDING IS TO BE PERFORMED BY 82.1 FOR THE WELD PROCESS AND POSITION REQUIRED. SHIELDED METAL ARC W BE E70XX. THIS PROJECT IS DESIGNED AS A14 ENCLOSED BUILDING. WINDOWS, ETC.) BY OTHERS MUST BE ACCESSORIES DOORS, ING• IN ACCORDANCE D DESIGNED TO AS COMPONENTS AND CLADD SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. SHEET NUMBER ABC-1 AB-- A8-I AB-2 AB-3 AB-4 E 01 E 02 E 03 E-04 E-05 E-06 E-07 E-08 E-09 E-10 - E 11 E -12 E-13 E-14 DATE 07/31/07 07/31/07 07/31/07 07/3t/07 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 07/� 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 07/31/07 E-15 07/31/07 E-16 07/31/07 SED-001-021 07/31/07 11 SHEET REV. NO. NUMBER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DATE I REV. NO. IF id dd A TOR NCHOR SEE NTS OIESL ]I13 k �'14) SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) TRANSLUCENT PANELS AND VENTILATORS ARE NOT ' THIS CERTIFICATION IS ACCESSORY ITEMS SUCH AS DOORS. W ND WS4 or THE FRAMING PRERgNO COVE RING PARTS MANUFACTURED BY AMERICA BUILDINGS COMPANY•OT THE AMERICAN BUILDINGS COMPANY 'GENERAL PROJECT AND IS UILDINGS OMPANY MASONRY WALLS, E. DES CI NED FOUNDATION IC ACCORDANCE 1AyITDHINSPECTION OF THE BUILDNG- THE BUILDING INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT N B ERECTION DRAWINGS., THE DRAWINGSCLISTED ONUTHIS SHEET ING COMPONENTS FURNISHED BY AMERICAN BUILDINGS FOUNDATIONS, SHALL BE EREC?ED ON A PROPERLY THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL ERECTION GUIDE , THE MBMA MANUAL. LATEST EDITION ENTAND THE JOB ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILD HIS SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE. COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE AB.C. CONTRACT. T D ILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36. ASTM A 572 GRADE 50 OR 55. OR ASTM A 992 IIMLL OF 50 KSI, ALL 101 SECTIONS SHAl SS, GRADE LL CONFORM TO ONE OR MORE OF THE FOLLOWING: ,TM A loll HSLAS. GRADE 55, CLASS I 1 ASTM A 572 GRADE 55 GRADE 55, CLASS ASTM A 529 GRADE 55 ASTM A loll SS. GRADE 55. OR HSLAS, I� ENDWALL 'C' SECTIONS SHALL CONFORM TO CONFORM TO ASTM A 53, TYPE E OR S. GRADE B, OR ASTM A 500 GRADE B R ROUND PIPE SECTIONS SHALL - OR HSLAS GRADE 55. CLASS 1. OR IF 2AMIN 1. G90. ;ED TO SHALL FORM pURINTO GASTM A653 SS. GRACE 55. G90 SECTIONS HSLAS. LGRADE F55. CLASS ORM TO ASTM A1011 SS GRADE 5 kj.L PA IA R PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: CLASS 2. L GRADE 80" MAY BEEITHERE26 OR124 GAGE. ALLOY -COATED STEEL CONFORMING To THE ONFORMING TO THE REQUIREMENTS OF ASTM A 792 58, GRADE 50, L MAY BE p 653 S5, GRADE 80 OR MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL C LL MAY BE EITHER 24 OR 22 GAGE. OR B. GRADE 80. MATERV+ MAY IE ITHER 26 OR 24 GAGE. CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50. CLASS 3. MATERIA SHALL BE ZINC -COATED (GALVANIZED) STEEL, COAT NG DESIGNATION Gip OATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS 0 TYPE L E MATERIAL L EITHER 2ZINC 22ATED (GALVANIZED) STEEL.AL C BC5 = 5/16" DIA- .RID D EHS WIRE CABLE BC4 1/4' DIA. BC8 1/2" DIA" E CABLES: ASTM A 475. 7-STRAND BC6 - 3/8' DIA IN OTHER LOCATIONS MUSE O ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE SECONDARY TO MORE STRENUOUS jog 5 SPECIFIC REQUIREMENTS. PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED MINIMUM AND L BUILDING SYSTEM29.7 OF S (FICATION MANUAL, PUBLISHED By THE MBMA" PRODUCT APPROVA AND CERTIFl TIN FA-2B5-CARSON CITY. NEVADA PLANT' I. UNIFORM BUILDING CODE (ICBO) E 2, INDIANA - 3 MASTER PLAN FILE NUMBERS GABLE BUILDINGS : M-295147 SINGLE SLOPE BUILDINGS M-295140 LEAN-TO BUILDINGS : M-295144 3, WISCONSIN-1200232 M, 13 BASIC STYLES. SE25-B2' SON Cltt k LACROSSE - 5. CITY OF CLEVELAND, .- 5 CANADIAN WELDING BUREAU DIVISION I� M6 FICATION AT EL PASO. FOR-DGDEN; UTAH. 6. AISC QUALITY CERTIFICATION. CM GORY PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEAT TLE 8 CITY OF LOS ANGELES FABF�RICA OR APPROVAL #478. CARSON CITY PLANT* 9. CITY OF HOUSTON, TEXAS CONSTRUCTION N0.5 93 AND 210A AS LISTED IN UNDERWRITERS ORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. CONSTRUCTION N0.5 238, 238A, 2398, 238C. 331, 332, 10. STANDING SEAM II /STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 9 11. LOC SEAM / LOC SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) LABORATORIES ROOFING MATERIALS AN165 $ 16 AASECLIS DIN 336, 435, 451, 487 do 567 AS LISTED IN UNDERWRITERS 1A80 CO 12. UNDERWRITERS AN/LONG SPAN III PANEL ROOFING MATERIALS AND SYSTEFT CLASS go M DIRECTORY - LABORATORIES N0.5 71, 13. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, 1592. 14, 24 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 44C UP TCE O AND INCLUDING 1-120, CORPS 0 ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN 4471 UPOTOAND WITH TM 1-180. 20, CORPS OF ENGINEERS 15. 24 k 26 GA LONGSPAN I11 MET E 0 MUTUMUTUAL STANDARDAL STANDARD 44 1 Ul UP TO AND INCLUDING 1-150. 16. 22 GA LOC-SEAM 360 HAS ASTM E-1592. 17. 24 GA LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-1 X FIC STANDING SEAM 360 6. MODIFIED WITH 3M-VHS TAPE #4950 MEETS CORPS OF TUREAEL STEEL 38PECIF4- STANDING DING S GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE W'1THRS X 24. STANDING SEAM 360 18. 24 GA LOC-SEAM STRUCTURAL- STEEL 3" X 16' LOC SEAM 360 19. MIAMI-DARE COUNTY. FLORIDA ACEPTANCE N0. 06-0920.22 (ARCHITECTURAL) METAL ROOFING 20. MIAMI-DADE COUNTY. FLORIDA ACCEPTANCE NO. 00-0929.16 - 22 GA 21. MIAMI-DADE COUNTY. FLORIDA ACCEPTANCE N0. 00-0929.06 - 22 GA STRUCTURAL. STEEL 2" METAL ROOFING NON-STRUCTURAL. (ARCHITECTURAL) 22. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE N0. 06-0320.23 - 24 GA NON-STRUCTURAL 2 X 16 LOC SEAM 360 OVER STEEL DECK. 4 X 3fi' LONG SPAN III ROOF PANEL 23. 2" X 16. LOC FLORIDA ACCEPTANCE WOOD DECK • OS 0726.02 - 24 STRUCTURAL EL 4 X 36' LONG SPAN III WALL PANEL 24. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE 0 03-00530.05 24GA STRUCTURAL STEEL 111%EEL 1 / X 36' ARCHITECTURAL- I6 WALL PANEL 25. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE C��3CO3PONENTB . STRUCTURAL RAL STETING (FL7044"AND PANEL WALLS (FL705). 26. MIAMI-DADE COUNTY. FLORIDA ACE OVAL FOR 27. FLORIDA PRODUCT API R _.-- DRAWING SUBMITTAL SCALE: NONE DATEBRIOBUSINESS CENTER LLC STATUS 7-30-07 AIRPORT BLVD (] FOR CONSTRUCTION FOR APPROVAL DRAWN BY: TJ CHECKED BY: JLW 7-31-07 SANDFORD, FL ENTERPRISE (•] (] FOR PERMIT ONLY DESIGN APPD JLW 7-31-a7 DESIGN (] FOR PRELIMINARY 07/18/07 15By':22•11 Ver. 29.1 _- CAD BY: TJ --- -- - --- /- ±PLA�NS =CONSTRUCT O DRAWING. 11657001 ABC-1 NUMBER ROOF -PANELS -. -- -. - -- . TYPE: --UP _____— GAGE:16 COLOR: ALnT___ PAINT WARRANTY; YRE_ WEATHERTIGHTNESS WARRANTY:yQ__ UL 90 CERTIFICATION: NQ_ FACTORY MUTUAL CERTIFICATION:. Q— WALL PANELS TYPE:__L3P ------- GAGE:26 COLOR: VERIFY BASE:4­A=20____ PAINT WARRANTY: --- EAVE TREATMENT _ STANDARD GUTTER W/ DOWNSPOUTS _25_ FT O.C. (MAX) -- FLANGE BACK GUTTER W/ DOWNSPOUTS —__ FT O.C. (MAX) SIMPLE SAVE TRIM DELUXE EAVE TRIM ICE AND SNOW TREATMENT TRIM COLORS RAKE TRIM: VERIFY __ GUTTER / EAVE: _%ILP DOWNSPOUTS:_ VERIFY.— FRAMED OPENINGS _VER FY— CORNER: _ VERIEi— BASE TRIM: Sg(9j____ MISCELLANEOUS: PRIMER CO OR PRIMARY_RW _ SECONDARY.--RED- ROOF FASTENERS STANDING SEAM H A. 114 X 1 SELF DRILL HEX HEAD B. 114 X 1 SELF DRILL HEX HEAD W/ WASHER STANDING SEAM III A. 114 X 1 SELF DRILL HEX HEAD B. 114 X i SELF DRILL HEX HEAD W/ WASHER LONGSPAN A. 12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER B. 14 X 3/4 SELF DRILL HEX HEAD W/ WASHER LOC SEAM A 114 X 1 SELF DRILL HEX HEAD W/ WASHER B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER WALL FASTENERS LONGSPAN A. 1 2 X 1 1/4 SELF DRILL HEX HEAD B. /14 X 3/4 SELF DRILL HEX HEAD SHADOW PANEL ... A #12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK B. #14 X 3/4 SELF DRILL HEX HEAD TRIM FASTENER ALL FASTENERS ARE #14 x 3/4 SELF DRILL FASTENER NOW A : SHEETING/FLASHING TO STRUCTURAL CONNECTIONS IS SHEETING/FLASHING TO SHEETING/FLASHING CONNECTIONS INSULATION NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ROOF ____ WALLS --- RIGID BOARD:_ ROOF:—___ WALLS:____ BEARING PLATE:—_ THERMAL BLOCK:_____ BY ABC:_— BY OTHERS:— (I" THICK ONLY) SPACER STRIP :_—__ (FOR LOC SEAM WITHOUT INSULATION) WALK DOORS -- Ott SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TRIM 3070 — 6070 __S __NL —HG —_____ _YES __NO —YES —NO 3070 6070 __S __NL —HG _. _______ —YES —NO __YES __NO 3070 — 6070 —S —NL —HG _—_ _______ —YES —N0 —YES _ NO 3070 — 6070 __S __NL __HG _---_ —YES __NO __YES —NO FRAMED OPENINGS OTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM COLOR —_YES -X-NO __YES !-No "�4— X•1--- -__—_-- -__YES-X-NO __YES !-NO __----__ ___YES ___NO __YES __NO --- ----- _-_YES —_NO __YES —NO ___ --- -- ----- ---YES ---NO --YES —NO --YES ___NO __YES __NO --- -- ______ —YES —NO —YES —NO —___ ______ ___YES --- No __YES —NO ___ —--- ___-— ___YES --- NO __YES __NO ___YES _—NO —YES —NO WINDOWS SELF -FLASHING THERMA-PANE GLASS, BURNISH SLATE OTY WIDTH HEIGHT LINER TRIM LINER TRIM COLOR ____ —--- _____ —YES —NO __— —-- ----- —YES ___NO —YES —_NO —YES —NO —YES _—NO LOUVERS WHITE ADJUSTABLE W/ BIRD SCREEN Ott WIDTH HEIGHT LINER TRIM LINER TRIM COLOR _—YES —NO —YES —NO ____ -- _____ —YES —NO —YES _—NO _—_ __YES ___NO LINER PANELS LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR --_ —_---- _— ___YES --- NO — ------ -------- — ---- --YES ---NO ------ ------ -- ----- --YES --NO __-- _— — ------ ______— — ______ —YES _—NO ROUND 20' THROAT WHITE VENTILATORS ____ QUANTITY -- RIDGE MOUNTED _-- SLOPE MOUNTED 9" X 10' RIDGE VENTILATORS ____ OTY AT 10' SECTIONS _ LINEAR FEET CONTINUOUS ROOF JAXS Ott TYPE OK-3 1/4" — 4" DIAMETER -- OK-5 4" — 7" DIAMETER DK—B 7" — 13" DIAMETER ROOF CURB FRAMING LINER TRIM SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS COLOR COMPANY (A B.C.). DO NOT CUT PURUNS FOR CURB FRAMING UNLESS RELEASED BY -------- THE A.B.C. ()I_SIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000/. THE MAGNITUOE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE CLEARLY SPI CIFIED IN THE ORDER DOCUMENTS. --_--- OTY WIDTH LENGTH SLOPED AT RIDGE ROOF CURBS OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR -- — --------- e' 18 --- —------- 8 16 -- SKYLIGHTS / WALL LIGHTS TRANSLUCENT SKYLIGHTS OTY:_— SIZE:— TRIM: TRANSLUCENT 4' 5' WALL LIGHTS Ott:__— FAM TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION CLEAR CORNER UNDER FACADE UNIT FAC4 X— _— 9'11 __ 140'_— 6' 10'1—_ --_ 9'11 __ 47 2 100.1. FAC4 _X— 5'11 105' 10_ 10'1' FAC4 X _— 5'11 __ 84 _ 5' 10'1' FACIA PANEL TYPE : A3P-- GAGE: 2.9_ COLOR: _A.LrI —_ TRIM COLOR:A_LC_T SOFFIT PANEL TYPE: SR2 GAGE: .94_ COLOR: IJNEN— TRIM COLOR:REGWP70 _ BACK PANEL TYPE : 12 __ GAGE: �6_ COLOR: & ____ TRIM COLOR _ALCT — RECENT PRODUCT REVISIONS_ THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. 1. THINK SAFETY! CLEAR SOFFIT SOFFIT Ott EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL TYPE COLOR SAVE TRIM —_— TRIM COLOR: DOWNSPOUT ELBOWS ONLY: ___ DOWNSPOUT RETURN: — OVERHANGS Ott PROJECTION LENGTH SOFFIT TYPE COLOR SW ---------- -- -- SW--- -------- ----- DOWNSPOUT ELBOWS ONLY: _—_ DOWNSPOUT RETURN; ___ EW--- ---------- EW--- — ---------- PARTITIONS OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR SPECIAL NOTES MISCELLANEOUS MATERIAL LEFT h RIGHT ENDWALLS — FACADE REAR (HIGH) SIDEWALL — BOX FACADE B PARAPET (CURVED h GABLE) W/BOX FAC U—M, oUUrnIAL . STATUS SCALE: NONE [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: I TJ CHECKED BY: JL,W DESIGN APPD BY: JL CAD BY: I TJ 07/27/07 - 14:00:31 DATE BRIO BUSINESS CENTER LLC 7-30-07 AIRPORT BLVD 7-31-07 SANDFORD, FL 7-31-07 DESIGN ENTERPRISES PLANS FOR APPROVAL NOT FOR CONSTRUCTION NMBIER'I 11657001 ABC-2 I -. - 0 -H -� (HIGH EAVE SIDE) 'p - _ _ _ PORTAL FRAME < < � < � < � ` I < I' I N I p l 0 I m < 44::`PORTAL FRAME • < < I < 1 1 ' n I a 0 0_ m i. < < I I N N C I a m l m < m I I I` a� NI om BPOB-A f 0. ml ml ml ml I I I I n I m m 0 1 m l m I I I I 1 I m i I I I I I i I I I I z 1 ' ' I I BPD7_A 1 I I � I I J m 1,' 1 I 1 poa C I a51 1 I 1 U I I m I10, 11=1 O 1 ^ m I Ip 1 ' 7 o I I O I cI Im o I la I I I I I I o m BP07-A Co 11� Io 1°o o ca m 0 1 m I I I 1 I c O I � o 8P08-A 0 „z n 1 ' BP07_A 'o 1 n t1� I 1 I I I I I `I ti C, 0 el ml < of of oI al ml m' ml m a I 0-m I PORTAL FRAME • W o. -- I m m l m `PORTAL FRAME • o W 0 (LOW EAVE SIDE) 20'0 19'022 1'0 200 25'0 23'0 22'0 19'0 - 20'0 22'0 23'0 25'0 20 0 20'O 7 8 5 4 3 2 1 1'0 g B 10 14 t3 ,2 11 280'0 OUT TO OUT OF STEEL NOTE: THE FRAMING AT THIS ENDWALL LINE 1S NOT DESIGNED TO • Note: all portal frome columns are to be attached to the column webs of rigid fromes. ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO - ANCHOR BOLT PLAN -AB01 F-A p" ARSE NOTNNTENDED TOECT OINCLUDEINGS FOR AJ ANY FUUAL MODffICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. ® FRAME LINES 1 dt 14 PLANS FOR APPROVAL NOT FOR CONSTRUCTI DRAmNG SUBMnTAL SCALE: NONE DATE BRIO BUSINESS CENTER LLC -�zr STATUS [ ] FOR CONSTRUCTION DRAWN BY: Ti 7-30-07 AIRPORT BLVD [•] FOR APPROVAL CHECKED BY: JLW 7-31-07 SANDFORD, FL AMERICAN BUILDINGS [ ] FOR PERMIT ONLY 1) 657001 AB-1 [ ]FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-m DESIGN ENTERPRISES NUMBER' CAD BY TJ 07/28/07 11:45:13 Ver. 29.1 M1 H1 =� H2 v E D C 8 A NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. REACTION SCHEMATICS LOADING FRAME LINE 14 & 1 CONDITION E D C H2 V V (kips) Hi (kips) V (kips) H2 (kips) V (kips) (kips) (kips) M(kips) 0 +0.5 +0.1 +1.8 +1.9 +0.3 +1.6 C +0.2 +0.2 +1.3 +1.0 +0.2 +0.4 +1.2 -0.2 -0.1 -0.4 -O.a to +0.1 -0.2 to -0.2 to L to +2.0 to +0.3 to +4.1 +4.1 +4.7 +2.2 +0.1 S -7.0 -6.5 -2.1 -2.1 to -6.8 -3.0 to -6.7 to -2.1 W to +4.4 to +7.7 -10.7 to +1.9 -8.6 +2.3 +2 8 +2.3 +2to H1 horizontal force H2 horizontal force in the perpendicular plane of to frame the plane of frame LOADING FRAME LINES 3. 8 & 12 CONDITION E A V H1 V H7 (kips) (kips) (kiPs) (kips) +2.4 +2.2 +3.0 -2.2 C L MI Hi } =� 1 E A W H2 V Hi horizontal force H2 = horizontal force Mt H1y� /t E A H2 V +3.6 1 +3.6 1 +5.0 1 -3.6 +8.7 1 +8.9 1 +11.0 1 -8.9 -14.2 I -15.5 1 -15.6 I +14.2 to the plane of frame LOADING FRAME LINE 10 E A CONDITION V H1 H2 (kips) (kips) (kips) v H1 (kips) (lops) H2 (lops) -0.0 -0.0 D +3.1 +2.5 to +3.6 -2.5 to +0.0 +0.0 C +3.5 +3.5 +13.6 -3.5 L +10.0 +10.1 +12.1 -10.1 W -18.9 -20.5 to -23.7 +16.1 to +4.3 H2 horizontal force perpendicuar to the plane of frame Ml E A H2 V M1 H1 n r A /i E H2 V MI E A H2 V LOADING CONDITION FRAME LINES 2 & 13 E A V (kips) H1 (kips) H2 (kips) V (kips) H1 (kips) H2 (kips) 0 +2.3 +1.9 +3.1 -1.9 C +2.9 +1.9 +10.2 -1.9 L +7.9 +7.3 +12.8 -7.3 W -12.9 -12.8 -19.9 +13.1 H1 horizontal force in me plane H2 = horizontal force perpendicular to the plane of frame LOADING FRAME LINE it E A CONDITION V (kips) HI (kips) H2 (kips) V (kips) H1 (kips) H2 (kips) -0.0 -0.0 p +2.9 +2.3 to +3.8 -2.3 to +o.o +0.0 C +3.2 +3.2 +9.9 -3.2 L +9.2 +9.2 +13.7 -9.2 -3.0 -4.3 W -18.0 -15.7 to -24.5 +16.4 to +3.0 +4.3 m nonzonm, a- ....... . "" - H2 horizontal force perpendicular to the plane of frame LOADING CONDITION FRAME LINES 4 & 9 E A V (kips) H1 (kips) V (kips) H1 (kips) p +2.5 +2.3 +3.3 -2.3 C +3.6 +3.2 +10.3 -3.2 L +9.2 +9.2 +13.7 -9.2 W -14.9 -15.7 r -19.5 +16.4 H2 = horizontal force perpendiculor to the plane of frame 0 fANG SUBMITTAL SCALE: NONE STATUS [ ] FOR CONSTRUCTION DRAWN BY: TJ [•] FOR APPROVAL CHECKED BY: JLW [) FOR PERMIT ONLY [ ] FOR PRELIMINARY DESIGN APPO BY: it CAD f3Y7 TJ 07/28/07 11:45:1 1 DATE BRIO BUSINESS CENTER LLC 7-30-07 AIRPORT BLVD 7-31-07 SANDFORD. FL 7-31-07 DESIGN ENTERPRISES Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTIO DRAWING.I 11657001 AB-2 NUMBER' REACTION SCHEMATICS LOADING FRAME LINE 7 CONDITION E A v (kips) HI (kips) (kips) (k ps) HI (kips) H2 (kips) -0.0 -0.0 D +2.8 +2.2 to +3.7 -2.2 to +0.0 +0.0 C +3.2 +3.6 +9.9 -3.6 L +9.2 +9.2 +13.7 -8.9 -3.0 -4.3 W -17.3 -15.5 to -21.9 +16.4 to +3.0 +4.3 Hy� HI horizontal force in the plane of frame fi E A H2 horizontal force perpendicular to the plane of frame H2 V Mi Ht LOADING CONDITION FRAME LINE 5 EI A v (kips) Hi (kips) V (kips) H1 (kips) 0 +2.7 +2.5 +3.2 -2.5 C +3.9 +3.5 +14.1 -3.5 L +10.0 +10.1 +12.1 -10.1 W -17.2 -20.5 -18.0 +16.1 H1 . horizontal force in the plane of frame f } E A H2 - horizontal force perpendicular to the plane of frame H2 V LOADING FRAME LINE 6 CONDITION E A v (kips) Hi (kips) H2 (kips) v (kips) HI (kips) H2 (kips) -0.0 -0.0 D +2.9 +2.3 to +3.8 -2.3 to +0.0 +0.0 C +3.2 +3.2 +9.9 -3.2 L +9.2 +9.2 +13.7 -9.2 -3.0 -4.3 W -18.5 -15.7 to to +3.0 +4.3 HI .�Ht horizontal force in the plane of frame H2 I} E A H2 a horizontal force perpendicular to the plane of frame V PLANS FOR APPROVAL NOT FOR CONSTRUCTION - eevinun� Nwue UK I unie tNUKI UAIL DRAWING SUUMMAL SCALE' NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: I TJ 7-30-07 AIRPORT BLVD ?!�� [•] FOR APPROVAL (] FOR PERMIT ONLY CHECKED BY: JLW 7-37-07 SANDFORD, FL AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES DRAWING. R1N0. - - CAD BY: TJ 07/26/07 11:45:13 ver. 29.1 - NUMBER' 11657001 AB-3 - 0 1.0 1 0 _GI RT GIRT- GIRT LINE GIRT LINE LINE LINE N � N N O O O t0 ^ N 10 a 3/4-ae 12 12 1 3/4-AB 12 12 12 l ae 22 p2 t2 3/4"Ae t2 t2 t 5 B 8 5 BP01—A BP02—A BP05—A BP06—A GIRT mm 112 LINE LINE a n [4 3 32 8 �102' N N Ill n N N 8 1 32 3 4 �10" 112 n BP07—A 8 5 22 12 12 3/4-AS t 12 12 3/4-AS N f0 �N M M �N �N I no I m GIRT GIRT LINE LINE- t'0 BP13—A BASE PLATE DETAILS BP08—A e 2' 1' ,#2' 2 2 3/4-AB �N O M �-N M �N I � GIRT tb -LINE BP14—A PLANS FOR APPROVAL NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D I DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES e��_ " AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: I TJ 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING. NUMBER' 11657001 AB-4 REVNO• 0 CAD BY: TJ 07/28/07 11:45:14 Ver. 29.1 TFS2-10.0 SPLICE BOLT TABLE SF 0 0 BEARING FRAME CROSS SECTION CS01-A AC"""` '"` r""""'"" - "`r'y"" "°""` COMMODATE ANYU FTURE EXPANSION. FRAME LINE 14 PLANS FOR APPROVAL NOT FOR CONSTRUCTION N0, REVISIONS MADE CK D DATE ENGR DATE N0. EVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES ?� AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•J FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY. Ti 7-30-07 - CHECKED BY: JLW 7-31-07 DESIGN APPO BY: JLW 7-31-07 DRAWING. NUMBER' 1.1657001 E-01 REV.NO. 0 CAD BY: TJ 07/28/07 04:01:11 Ver. 29.1 '_�PLICE BOLT TABLE SPLICE OTY SIZE DEPTH ICLEAR AT SPLICE A 14 3/4 X 1 3/4 2-2 7/16 9.2 1/2 8 8 3/4 X 2 1.6 9/16 11'0 11/16 C 12 3/4 X 2 2'2 3/4 11'10 1/8 6'0 is 12 1 �— 2 713,03 33'4 2'2 0 35'4 je 1'3 2.2 a 2'9 S 1'04 1'2 1 0 4'2 2 92 5'O 3'4 4 3'S 3 O 5'0(+- 1/16) 92 4'2 2 5'0 5'0 N FA-2XX70C 0'10 a'2 2 92 FP 3'2 3 4 3 4 5.0 I r m m u C828XXXX J m4 m FA-2XXX v RR-0102 FA-1XXX "1 n RR-0101 C FBL- .1 0 N P B FBL-2.10 I ^ o nm io O o 0 o a o Io `• a ` I I I RC-0102 RC-0101 8 1'0 sb 1'0 e 8 2'10 i� I 64'2 1'6 CLEAR 2'104 3'0 SO 5'0 1'D CANOPY BOX FACADE 6'0 70'0 OUT TO OUT OF GIRT LINE CANOPY BOX FACADE A E RIGID FRAME CROSS SECTION CS02-A FRAME ID: 11657001.01A PLANS FOR APPROVAL FRAME LINES 2 & 13 NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D I DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: ONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION (•] FOR APPROVAL [ ]FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: TJ 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: I JLW 7-31-07 DRAWING. NUMBER' 11657001 E-02 - REV.NO. 0 CAD BY: TJ 07/28/07 06:39:38 Ver. 29.1 SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 14 3/4 X 1 3/4 2.6 7/16 8.10 11/16 B 8 3/4 X 2 1.3 11/16 1V3 3/4 C 12 3/4 X 2 2'6 3/4 11'6 G 6 3/4 X 2 3/4 1'0 1/16 N/A H 4 3/4 X 1 3/4 8 1/8 N/A J 4 3/4 X 1 3/4 1 8 10'9 K 1 4 3/4 X 1 3/4 1 8 1O'9 35'4 is 5'0 4 2 2 3.2 3.4 3.4 n m ' I 4r r I FB-5 1 � RC-0201 8 1'0 96 3-2 ?• I TFS2-10.0 FIELD BEND,FIELD VORK L3P26-0.7 1/2 FRV-1 �----------T--------------- — CL-4 SPANDREL 3 O 5'0(+- 1/16) n "I I I m m4 RR-0201 1 1/2' EIFIS BY OTHERS BZ16-SEE E-16 PURLIN \ FPFV-2X FL9A0 SR224P-4.11 1/2 �FL2Ao-is.2 BOX FACADE DETAIL 12 t r- 2 70'0 i 9 4'2 i t 5'0 z. n J n I u t m m r Ir- 63'613 CLEAR 70'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION CS03-A FRAME ID: 11657001.01E FRAME LINES 3, 8 do 12 5'0 IS, 33'4 42 92 5 0 3,4 3 3'5 1'3 2'2 2'9 IS 1'04 t 5'0 7 n 1O n m m m C828X FA-2X— RR-0202 -r- FA -IX DRAWING SUBMITTAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN 13Y:l TJ 7-30-07 AIRPORT BLVD [•] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: JLW 7-31-07 SANDFORD, FL [ ] FOR PRELIMINARY DESIGN APPO BY: JLW 7-31-07 DESIGN ENTERPRISES CAD BY: TJ 07/28/07 06:39:39 Ver. 29.1 I I J I 3.. m I �< !7 O Z I Jo" V I I I I RC-0202 1,087 8 3'2 3b 2'0 VO CANOPY BOX FACAI PLANS FOR APPROVAL NOT FOR CONSTRUCTION ?V� AMERICAN BUILDINGS COMPANY DRAWING. REV.NO. NUMBER' 11657001 E-03 1 0 SPLICE BOLT TABLE '4 5'O 4 2 2' 3 4 3 3,2 n m I I m _ m r r I^ 11 FB-5 L o nm a_ 1 — RC-OB01 8 1'09 6 1 3-2 T. m m mmLL LL FA-SX FA-4X RR-0802 RR-O801 T UCl FB-5 B FA-3X I _ I 1 3 I � i m zd I �m I o 0 I )o I I I RC-0802 1'0 e 8 63'6 16 CLEAR I 3 2 3 .I 3'0 2'0 4'0 PARAPET BOX FACADE 70'0 OUT TO OUT OF GIRT LINE 5'0 CANOPY BOX FACADE A RIGID FRAME CROSS SECTION CSO4-A FRAME ID: 11657001.01 K FRAME LINE 11 PLANS FOR APPROVAL NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D I DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES AMERICAN BUILDINGS COMPANY [ FOR CONSTRUCTION [•] FOR APPROVAL [ ]FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: TJ 7-30-07 - CHECKED BY: JLW 7-31-07 DESIGN APPD BY-.1 JLW 7-31-07 DRAWING. NUMBER' 657001 E—D4 REV.NO. 0 CAD BY: TJ o7/2a/o7 t1:as:0a Ver. 29.1 BOX FACADE DETAIL 3'2 3.4 3'4 e _ m � r FB-5 1 '-RC-0701 8 1'0 ie 3.2 ; 35'4 5'0 ' 4 Z? n m � r 1 3/4 A 325 BOLTS (TYP) -4 ?6-2.11 V-2X 12 2 70,03 33 4 .3-43 .3-5 1.3 2'2 6 O 5'0(+- t/76) 4.2 i 9z 5'0 ro E.H. W.P. n I U m 1 m RR-0702 T RR-0701 63'6 3 CLEAR 70'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION CS05-A FRAME ID: 11657001.01J FRAME LINE 10 SPLICE BOLT TABLE SIZE DEPTH CLEAR AT SPLIC 3/4 X 2 2-6 1/2 8'10 1/2 3/4 X 2 1'3 5/8 11'3 11/16 3/4 X 2 2'6 3/4 1 11'6 1/16 I I I _ 13 I � I u I � .I J� V I I I RC-0702 1'0 e 8 3'2 3 3'0 t'D 4'0 "" 1— " """'"` STATUS SCALE: NONE I DATE BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY:j Ti 7-30-07 AIRPORT BLVD (•] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: JLW 7-0731- SANDFORD, FL [ ] FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES CAD BY: I TJ 07/28/07 11:45:05 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION AMERICAN BUILDINGS COMPANY DRAWING. REV.NO. NUMBER' 11657001 E-05 0 SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 16 3/4 X 1 3/4 2.6 7/16 8'10 11/16 8 6 3/4 X 2 1.3 11/16 11-3 11/16 C 14 3/4 X 2 2.6 3/4 11'6 CL-4 1/2'0 X 1 1/4 A-325 BE 3/4 X 1 3/4 A-325 1 TYP. CL 4.2 2 3'4 5.0 3.2 3.4 n iO I I m _ m r F' 1 FB-5 E. T %- RC-0301 8 1,0 96 X 1 1/2 A-325 BOLTS >'0 X 1 1/4 A-325 BOLTS 12 2 7004 91 422 WO 2 n � n I U 1 m r f 4 1 RIGID FRAME CROSS SECTION CSO6-A FRAME ID: 11657001.01C FRAME LINES 4 do 9 T22 -16 33.4 _ - IX 42t 92 50 344 35 1 31.0i 1'2 5.0 Z EA x n 1D FA - a RR-0302 r h J 3� > m zd I im � I o a I ob I I I ARC-0302 110,7 B SPLICE BOLT TABLE SIZE I DEPTH ICLEAR AT SPLICE /4 X 1 3/4 2'6 7/16 8'10 11/16 3/4 X 2 1.3 11 / 16 1 1.3 3/4 3/4 X 2 2'6 3/4 11'6 35'4 5'0 4 2 2 3'2 3.4 3.4 n m m I f-5 c ,21 r v l RC-0601 8 1'0 9g I 3'2 ie 1 . 12 6.0 is 1 �- 2 70'0 1 33'4 3 3-5 V3 2'2 2.9 s6 1'D i V2 1/16) 4.2 2 9? 5'0 3.4 4 FA-2XXXX n � I n n j n mI m m C828XXX FA-2XX FA-2XXX RR-0602 FA—iXXX RR-0601 B C I I U m I �d 0 oz I )o v V I I I RC-0602 1'0 e 8 63'6 j6 CLEAR I 3.2 3 70'0 OUT TO OUT OF GIRT LINE A RIGID FRAME CROSS SECTION CS07-A FRAME ID: 11657001.01 M FRAME LINE 7 w..c u.wn�nu ouo++iiuu. STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES [ FORCONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PREUMINARY DRAWN BY: TJ 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 - CAD lY.T Ti 07/28/07 11:45:06 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION AMERICAN BUILDINGS COMPANY DRAWING. REV.NO. NUMBER' 11657001 E-07 0 SPLICE BOLT TABLE SIZE DEPTH CLEAR AT SPLI( f4 X 1 3/4 2.6 7/16 8'10 11/16 3/4 X 2 1'3 11/16 11'3 11/16 3/4 X 2 2'6 3/4 ._ _ 11'6 CL-4 1/2'0 X 1 1/4 A-325 BC 3/4 X 1 3/4 A-325 B TYP. CL 35'4 5.0 4.2 = 3 2 3.4 3 4 n m m .. I m f` I- X 1 1/2 A-325 BOLTS ?'0 X 1 1/4 A-325 BOLTS 12 t�- 2 70'0 3 4'2 2 5'0 7 n I n I U m 5.0 is 33'4 PA -IX 5 0 4'2 q 1 5'0 3.4 3 3'5 1'3 2'2 2.9 S 1'034 1 9 E.H. W.P. n CB2BXX n I m � m FA-5X FA-4X RR-0502 FB-5 x Li_ N � L) a o zd o �m t- o i o0 I a n Jo V I RC-0501 i I 8 i'0 5s RC-0502 V0.71 8 7 3'2 is 63'6 '1e CLEAR � 3.2 i 'I 3'0 2'O 4'0 1'0 - 70'0 OUT TO OUT OF GIRT LINE PARAPET BOX FACADE 5'0 E CANOPY BOX FACADE A RIGID FRAME CROSS SECTION CS08-A FRAME ID: 11657001.011. FRAME LINE 6 PLANS FOR APPROVAL 10. REVISIONS NOT FOR CONSTRUCTION MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUOUI7TAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: Ti 7-30-07 AIRPORT BLVD ?�� [•] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: JLW 7-31-07 SANDFORD, FL AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES DRAWING. REV.NO. CAD BY; TJ 07/28/07 11:45:07 Ver. 29.1 NUMBER � 11657001 E-08 - D r /4 A 325 BOLTS (TYP) 11 BOX FACADE DETAIL 12 2 2 70'0 ; 33'4 35'4 3,44 3.5 1 3 2'2 3 O 5'0(+- 1/16) 91 4.2 2 5 5'0 Sb 4'2 2 92 5 0 2 E.H. W.P. 1 1 �o 3'2 3'4 3'4 O 4'2 2 92 r1 m U m 0 1 m m1 ' mr r 1 FB-5 T — RC-0401 8 1'0 i6 3.2 ; 63'6 3 CLEAR 70'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION CS09-A FRAME ID: 11657001.01D FRAME LINE 5 SPLICE BOLT TABLE SIZE I DEPTH CLEAR AT SPLI( 3/4 X 2 2'6 1/2 B-10 1/2 3/4 X 2 1.3 5/8 1 11'3 11/16 3/4 X 2 2'6 3/4 1 11% 1/16 I I I � I 3 ti zd I N � I O O v tI /pI V I I I RC-0402 110,7 8 3123 3'0 1'D 4'0 PARAPET p BOX FACADE PLANS FOR APPROVAL NOT FOR CONSTRUCTION 0. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES _ ?IQ- " AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ]FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY. Ti 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING. NUMBER' 11657001 E-09 REV.NO. _ 0 CAD BY: Ti 07/28/07 11:45:07 Ver. 29.1 SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 8 3/4 X 2 8 1/8 10.6 1/8 B 8 3/4 X 1 3/4 8 1/8 12.0 1/2 C 8 3/4 X 2 8 1/8 13'3 3/8 D 4 1/2 X 1 1/2 9 7/0 1 V4 5/8 E 4 1/2 X 1 1/2 9 7/8 12.1 3/8 F 4 1/2 X 1 1/2 9 7/8 12'10 G 6 3/4 X 2 3/4 1.0 1/16 N/A H 4 3/4 X 1 3/4 8 1/8 N/A J 4 3/4 X 1 3/4 8 10'9 K 4 3/4 X 1 3/4 8 10,9 TFS2-10.0 -- ---- I ..,,.,.....-.._ ACCOMMODATE ANY FUTURE EXPANSION. FRAME LINE 1 ,IONS MADE CK D I DATE ENGR DATE -SUBMITTAL DRAWING ST STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION' DRAWN EIY:l TJ 7-30-07 AIRPORT BLVD (•] FOR APPROVAL CHECKED BY: JLW 7-31-07 SANDFORD, FL [ ] FOR PERMIT ONLY (] FOR PRELIMINARY DESIGN APPD 13Y:l JLW 7-31-07 DESIGN ENTERPRISES CAD BY: TJ 07/28/07 11:45:08 Ver. 29.1 0 0 PLANS FOR APPROVAL NOT FOR CONSTRUCTION AMERICAN BUILDINGS COMPANY DRAWING. REV.NO. NUMBER' 11657001 E-10 D THIS ROOF SYSTEM DESIGN USES WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/BA ON DRAWING SED-#. NOTE: FIELD WORK PURLINS AT CANOPY LOCATED ON ALL PURLINS ON FRAME LINES: 1, 14 BOX FACADE FRAMING. Clip Mark Number is: CL-15 284'0 OUT TO OUT OF CANOPY BOX FACADE SOFFIT PURLIN LINE 13 72 it 10 9 8 7 6 5 4 3 2 1 3'0 19'0 20'0 22'0 23'0 25'0 20'0 20'0 20'0 25'0 23'0 22'0 20'0 19'0 3'0 T_8Z1 6-24.ORW BZ16-2 8Z16-26.6WQ 8Z15-28.000 BZ75-30.000 BZ14-24.60W 8Z16-24.OWW 8214-24.6W0 BZ75-30.000 8275-28.000 BZ16-26.60w 8Z16-24.OWW 8Z76-24.OWR ,-OWW (1) REQUIRED (1) REQUIRED (1) REQUIRED (1) REQUIRED (i) REQUIRED (1) REQUIRED (7) REQUIRED (1) REQUIRED (1) REQUIRED (1) REQUIRED (1) REQUIRED (1) REQUIRED (1) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. (4-0 LAP) (4.0 LAP) (5.0 LAP) (5.0 LAP) (5.0 LAP) (4.0 LAP) (4.0 LAP) (5.0 LAP) (5.0 LAP) (5-0 LAP) (4.0 LAP) (4.0 LAP) �VO CANOPY BOX FACADE LINE 5'O CANOPY BOX FACADE LINE T--------� ------------------ jI4'0 PARAPET BOX FACADE LINE ----- L---------------- 5'0 CANOPY BOX FACADE LINE -------------- r----- 4'0 PARAPET BOX FACADE LINE 5'0 CANOPY BOX FACADE LINE -----T---------- ------------------ 6b CANOPY BOX FACADE LINE -------- LL I------- ---------- ---------- ----------- ---------- --------- -CHAIN I BLDG. LINE I I I 1 MAIN BLDG. I I I I 284'0 OUT TO OUT OF CANOPY BOX FACADE PURUN LINE EAVE STRUT LINE (SEE S.W.) rr 6'0 CANOPY BOX FACADE LINE 5'0 CANOPY BOX FACADE LINE Zi6-24.ORW 4'0 PARAPET BOX FACADE LINE 5'0 CANOPY BOX FACADE LINE r 4'0 PARAPET BOX FACADE LINE VO CANOPY BOX FACADE LINE 6'0 CANOPY BOX FACADE _UNE - - - - - ----�- --------- --�-------- --- -- --=-- i------------------- ---=----------o Z16-24.OwR m a I SZ16-24.2 1/4P7 8Z76-2t.i7 3/4ZZ BZ76-23.11 3/4ZZ 8Z16-22.2 1/4PI 8Z76-22.2 1/4P2 8Z76-23.11 3/4ZZ BZ76-21.11 3/4ZZ BZ16-24.2 1/4P2 I 1° \ / I ♦\/� \x/ I 8Z75-24.ORW / ♦♦ // \\ 8275-24.OWR 1 m LI m I �• BR6-29.2 .9 ^� I I Z x /\ I I � 8Z15-22.OKW ♦ I / . I 40o F CL-12 CL-12 BR6-26.9� CL-12 CL-72 CL-12 CL-t2 I I 0 I CL-12 =TZ BR6-29.2 " CL-12 CL-12 CL-12 CL-12 CL-12 0 / IL \♦ // oe I I \\// I 0 � I x / ♦ 1 i. o I I I BZ15-22.OKW / \ / ♦ BZ75-22.OWK I I ^� ,v- BRB-28.8 --7 t- BR8-26.3 -s, o c m I /\ W I I EAVE STRUT LINE (SEE S.W.) (4.0 LAP) (4'0 LAP) (5'0 LAP) (5.0 LAP) (5.0 LAP) (4.0 LAP) (4.0 LAP) (5.0 LAP) (5.0 LAP) (5.0 LAP) (4.0 LAP) (4.0 LAP) 8Z16-22.OKW (13) BZ76-24.Dww REQUIRED (20) REQUIRED BZ16-26.6WO (19) REQUIRED BZ15-28.000 BZ75-30.000 (18) REQUIRED (16) REQUIRED 8Z14-24.60W BZ76-24.OWW BZ14-24.6WO (16) REQUIRED (18) REQUIRED (18) REQUIRED SZ15-30.000 8Z75-28.000 SZ16-25.60w 8Z16-24.OWW (19) REQUIRED (18) REQUIRED (19) REQUIRED (20) REQUIRED BZ16-22.0WK (13) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 1'D 19'0 20'0 22'0 23'0 25'0 20'0 20'0 20'0 25'0 23'0 22'0 20'0 19'0 1'D 14 13 12 11 10 9 8 7 6 5 4 3 2 7 0'10 280'0 OUT TO OUT OF PURLIN LINE 0'10 281'8 OUT TO OUT OF CANOPY BOX FACADE LINE , (LOWSIDE) ROOF FRAMING PLAN 1 -A PLANS FOR APPROVAL [NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE NCR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVDelz_ SANDFORD, FL DESIGN ENTERPRISES " AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY (] FOR PRELIMINARY DRAWN BY: TJ 7-30-07 CHECKED BY: JLW 7-}7-07 DESIGN APPD BY: JLW 7-31-07 DRAWING. NUMBER' 1 1657001 E-1 1. 1 REV.NO• O CAD BY: TJ 07/28/07 11:45:08 Ver. 29.1 0 1,03 ie 2.9 22 1'3 n n h 3'4 a v n 4B'0 CL TO CL OF FRAME a a d 0 I e N N FIELD CUT PANELS FIELD CUT PANELS I f-t3.5)FSE-1, (3.5)TFEC-X o - ^ a N ID rn �TRV-15.2 (3.5)FRW-X (3.5)TRCZ (3.5)TL1 48'0 CL TO CL OF FRAME a n a 0 I a N FIELD CUT PANELS I FIELD CUT PANELS I r(3.5)FSE-1, (3.5)TFEC-X ^ a O N 10 TRW-15.2J (3.5)FRW-X (3.5)TRCZ (3.5)TL1 (LOWSIDE) ROOF SHEETING PLAN RF01 S-A PLANS FOR APPROVAL V0. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D I DATE I ENGR DATE DRAWING SUBMITTAL STAB SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES vV V vv AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ FOR PRELIMINARY DRAWN BY: Ti 7-30-07 CHECKED BY. JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING. 71657007 E-72 NUMBER' - REV.NO. - - 0 - - - CAD BY: TJ � 07/28/07 11:45:09 Ver. 29.1 (2.5)TFS2-10.0 FJ15- IL r (5.5)TFS2-10.0 m m n m \ cc ^ \ n m \ 00 co n m \_ n m m m n m \ n ^ t m \ n m ^ m m \ m \ n \ n m \ \ n m n ` n c In m m yIn v a a i 4 n N a N r In N n a - a a F a a (5)TRW-15.2 W/(5)LARf ENDWALL FACADE BACK SHEETING PACKAGE MK# EW01 BS-A @ FRAME LINE 14 0 0 a \\ VSFB-5EXXX CL-2 \\ o Z1 \ BZ16-15.5 3 4ZZ o- _ _ _ _ l4 4 rZ,- l r8Z16-75.5 3 4ZZ -- L3P26-10.0 VSFB 5EXX- o io T'1 4 I \\ (FACIA PANEL) W/VS 8-5X 4 610 !0 16'6 a SC16-22.8 3/4ZZ o A (2) REQUIRED o 23'6 Q/•4ZZ _ - \�-- L3P26-6.0 \\ (FACIA PANEL) VSF8-5EX - BC16-17.5 3/4PI 8Z16-16.5 3/4ZZ 82i6-15.5 3 4ZZ CL-4 ---- - - - - - - - (TYP') VSF8-5EX VSF8-5EX - -8C16-17.5 3/4P1 76'0 OUT TO OUT OF FACADE LINE r Z1 - BZ15-5.8 7/8ZZ ENDWALL FACADE FRAMING AT FRAME LINE 14 ER-5002 - FB-2 TYP. I CL-4 a i W/GEA-5 o OPEN 10'O FOR MASONRY WALL (NOT BY A.B.C.) I WC-2X EI-0101A EC-5002 cHix CHI ix 1'0 (1) REQUIRED I (1) REQUIRED TYPICAL U.N. TYPICAL U.N. 17'6 17'6 ER-5001 (2) 1/2 X 1 1/2 A325 BOLT 16 2/3 BEVEL WASHER PER BOLT EI-0102A CH3X (1) REQUIRED TYPICAL U.N. 17% WO I 70'0 OUT TO OUT OF GIRT LINE FJ15B-6.0 8Z16-0.5 7/8ZZ \-OU2-5.11 I CL-4 W/GEA-5 I I I I rn WC-1X I EI-0103A EC-5001 CH2X I'D (1) REQUIRED TYPICAL U.N. 17'6 TFS2-10.0 (FIELD WORK) WALL MAIN FASTENER(S) TOP CHANNEL OUTSIDE CLOSURE LON m W 4 iI m BLIND RIVET a a p BLIND RIVET BACK PANEL N v 4 a U ADLI RA3D p m BB ® m ADLI L3P ui OUTSIDE CLOSURE _ TR V-15.2 ® WALL MAIN FASTENER(S) 1 1/2' EFIS BY OTHERS ___________ ___________________ _______________ PURLIN 0 o SUPPORT FRAME p io VSF8-5EX ®FCS. C, D & E VSF8-5EXX (4) I/2 X 1 1/2 A 325 BOLTS W/VSF8-5X 0 FL 9 VSFB-5EXXX PL-IX ® FL. A BRACKET WELDED TO COLUMN L3P26-6.0 (FACIA PANEL) Eli WALL MAIN FASTENERS) PRIMARY BOLT(S) 1/2X1 1/2 A325 Ell l4 4 4 4 (75) SR224�tBLI.D FL17-10.2 SOFFIT FLASHINGFL17-10.2 BOTTOM CHANNEL SOFFIT FLASHINGVET 2'0 BUILDING GIRT LINE 0 FL'S. A & 8 0'10 BUILDING GIRT LINE 0 FL'S. B. C.D&E O'10 ® SECTION THRU FACADE AT ENDWALL FV73_ BB 2'0 ® SECTION THRU FACADE AT ENDWALL FV73 BB Y 1i rn a a a as a a a a a a a a a a a a LLII U N I U 1.. PI - PA-1.11 1/2 P7 - PA-2.8 1/2 P13 - PA-3.11 1/2 P2 - PA-2.1 P8 - PA-2.ID P14 - PA-4.2 1/2 P3 - PA-2.2 1/2 P9 - PA-2.11 1/2 P15 - PA-4.5 1/2 P4 - PA-2.4 P10 - PA-3.2 1/2 P 1 6 - PA-4.8 1/2 P5 - PA-2.5 1/2 PI - PA-3.5 1/2 P6 - PA-2.7 P12 - PA-3.8 1/2 CA-5 & RSA-1 TYPICAL AT ROOF TO WALL FLSG. GABLE ANGLE CA-1 TYPICAL AT CORNERS SHEETING PACKAGE MK# EW01 S-A @ FRAME LINE 14 ENDWALL FRAMING AT FRAME LINE 14 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO PLANS FOR APPROVAL ACCOMMODATE ANY FUTURE EXPANSION. NOT FOR CONSTRUCTION DRAWING SUBMITTAL STATUS NONE DATE BRIO BUSINESS CENTER LLC )ATE ENGR DATE N0. REVISIONS MADE CK 0 DATE ENGR DATE [ ] FOR CONSTRUCTION BY: TJ 7-30-07 AIRPORT BLVD FOR APPROVAL ;DRMAWN D BY: JLW 7-31-07 SANDFORD, FL AMERICAN BUILDINGS COMPANY FOR PERMIT ONLY FOR PRELIMINARY APPO BY: JLW 7-31-07 DESIGN ENTERPRISES DRAWING. 11657001 E-13 REV.NO. NUMBER' 0 CAD BY: TJ 07/28/07 11:45:10 Ver. 29.1 (2.5)TFS2-10.0 FJ15- �I ^ (5.5)TF52-10.0 -1 I a 4 o co m co n \ con m m n \ ^ m m n ^ coOD \ ^ n m N 01 \ m n ,p \ co n n .0^ m n \ m ^ \ \ n o n m h 'n I Go I q N r 1 I I I N a I N a 6 I a I a a a o a a a a a a a a a a raga-s (5)TRW-15.2 W/(5)LARr-i. lwln.r.-, - I ,- - ENDWALL FACADE BACK SHEETING PACKAGE MK# EW14BS-A @ FRAME LINE-1_ FV73 BB FV73 BB o c 'a BZ16-0.5 7/8ZZ VSFB-SEXXX /I // CL-2 0 8C16-17.5 3/4Pl / 8Z16-15.5 3/4ZZ -i Z1 0 _ J- _ o 4 3/4ZZ 8Zi6-16.5 3/42Z __- -Z1b-8 - Z7 I 0 0 '^ FJ15B-6A r n S- - ------------- r 2-6.0/ ('P.)r L3P VSFB-5EX VSF8-5EX (FACIA PANEL) // -�/") -VFB-SEX W F8-5X (FACIA PANEL) // IWu N 1 8C16-17.5 3 4P1 4 80U2-5.11 I 16'6 c1 6'0 d 8C16-17.5 1/2ZZ BC16-17.5 1/2ZZ 8C16-22.8 3/4P2 A 'o0 1'D 16'6 (2) REQUIRED (2) REQUIRED (2) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 17'6 17'6 17'6 23'6 E D C B r76'0 OUT TO OUT OF FACADE LINE -I Z1 - 8Z16-5.8 7/8ZZ N e - I o I CL-4 o I W/GEA-5 n o I < o I a I we-1x El EC-5001 CH2X (1) REQUIRED TYPICAL U.N. 1T6 ENDWALL FACADE FRAMING AT FRAME LINE 1 (2) 1/2 X 1 1/2 A325 BOLT W/ 16 2/3 BEVEL WASHER PER BOLT EI- CH3X (1) REQUIRED TYPICAL U.N. 17'6 FB-2 OPEN 10'0 FOR MASONRY WALL (NOT BY A.B.C.) CH11X (1) REQUIRED TYPICAL U.N. 17'6 CL-4 J W/GEA-5 I I I wC-2x I EC-5002 CH1X I'D (1) REQUIRED TYPICAL U.N. 17'6 m a LL 4 0 0 4; l4 ta_ t4 d d 0 0 0 0 TFS2-10.0 (FIELD WORK. TOP CHANNEL BLIND RIVET ADLI OUTSIDE CLOSURE WALL MAIN FASTENER(S) 1 1/2' EFTS BY DTHERS-"� SUPPORT FRAME VSF8-5EX 0 FCS. C,D&E VSF8-5EXX W/VSF8-5X O FL VSF8-5EXXX 0 FL A L3P26-6.0 (FACIA PANEL) WALL MAIN FASTENER(S) MAIN FASTENERS) 0OUTSIDE CLOSURE ,---- I-BLIND RIVET i- BACK PANEL TRW-15.2 PURLIN (4) 1/2 X 1 1/2 A 325 BOLTS 7PL-1X BRACKET WELDED TO COLUMN PRIMARY BOLT(S) 1/2X1 1/2 A325 FL17-10.2 SOFFIT FLASHING (75) SR224P-I.11 1/2' FL17-10.2 BOTTOM CHANNEL SOFFIT FLASHING BLIND RNET 2'0 BUILDING GIRT LINE 0 FL'S. A & B 0'10 BUILDING GIRT LINE 0 FL'S. B, C. D & E 0'10 ® SECTION THRU FACADE AT ENDWALL I FV73 BB 2'0 @ SECTION THR_U FACADE AT ENDWALL _ FV73 BB o� a In a a 4 a ^a a al. r EE 17a -1 F aa U W P1 - PA-1.11 1/2 P7 - PA-2.8 1/2 P13 - PA-3.11 1/2 P2 - PA-2.1 PB - PA-2.10 P 1 4 - PA-4.2 1/2 P3 - PA-2.2 1/2 P9 - PA-2.11 1/2 P15 - PA-4.5 1/2 P4 - PA-2.4 PIO - PA-3.2 1/2 P 1 6 - PA-4.8 1/2 P5 - PA-2.5 1/2 Pll - PA-3.5 1/2 P6 - PA-2.7 P12 - PA-3.8 1/2 70'0 OUT TO OUT OF GIRT LINE _1 610 1 FAT ADE GA-5 & RSA-1 TYPICAL AT ROOF TO WALL FLSG. ENDWALL FRAMING AT FRAME LINE 1 GABLE ANGLE GA-1 TYPICAL AT CORNERS SHEETING PACKAGE MK# EW014S-A @ FRAME LINE 1 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. PLANS FOR APPROVAL NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES ?l w-- "- AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ]FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: Ti 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING, NUMBER 11657001 E-14 REV.NO. 0-- CAD BY: TJ 07/28/07 11:45:10 Ver. 29.1 PORTAL FRAME SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 8 3/4 X 1 3/4 1'3 1/2 9'7 B 8 3/4 X 1 3/4 1-3 1/2 9'7 C 4 1/2 X 1 1/2 5 7/8 NIA D 4 1/2 X 1 1/2 5 7/8 NIA Z151811 1/2X1 BZ15-19.11 1/2X1 BZ13-21.11 1/2X1 C (DOUBLE NEST) (DOUBLE NEST) ESPR I 1Z2 o P2 1E80S5-21.11 12HH 1E80S5-22.11 BZ12-25.OKK tEST) LJZ2I I IA� F.O.) 4 X 72 .O.) (10' X 10' F.O.) (3'4 X 7'2 F.O.) (10' X 10' F.O.)pC-0901- (3'4 X 7'2 F.O.) 7'0 10'0 8'0 1O'D N N 10'0 10'0 8Z14-1.2 1/4P1 • 8Z16-7.9 1/4KZ BZ16-8.9 1/4KZ (2) REQUIRED BZ16-2.9 1/4P2 (2) REQUIRED 8Z16-25.RKK (1) REQUIRED (i) REQUIRED ICAL U.N. I (2) REQUIRED "TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. I'D IWO 40.0 22'0 23'D PORTAL FRAME SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 8 3/4 X 1 3/4 1'3 1/2 N/A -B 8 3/4 X 1 3/4 1.3 1/2 9'7" C 4 1/2 X 1 1/2 5 7/8 9'7 D 4 1/2 X 1 1/2 5 7/8 NIA it 1/2HH BZ15-19.11 1/2X1 8Z15-19.11 DOUBLE NEST)X1 C (DOUBLE NEST) ( T 11 1/2X7 P NESP2 2 1-ESPR T) 23 Z4 I I D 8Z12-24.11 1/2X1 (DOUBLE NEST) ESPR BZ13-22.11 1/2X1 BZ75-21.11 1/2X1 SZ15-19.11 1/2X1 r (DOUBLE NEST) (DOUBLE NEST) (DOUBLE IN -os 7, 1 E8055-24.11 1 /2HH 1 E80S5-22.11 7 ZHH 3 7 � cow»-� 3 3 0 o � • � . 3 Z2 - 8Z12-21.OKK I I ^' Z3 a 0' o o I I I I I I I _ N 23 i I I I Z2 I<+I lool 7 7 lavl 00 100 00 3 OO 3 7 0' F.O. 0 0 I I I o Z41 I A I Iv U I z3 I I loo I I lo0 3 oa 00 (10' X 10' F.O.) 3 (3'4' X V2 F.O.) (10' X 10' F.O.) (10' X 10' F.O.) (3.4 X 7'2 F.O.) (70 X ) (3'4 X T2 F.O.) (3'4 X T2 F.O.) i0' X 70' F.O.) (3'4 X 7'2 F.O.) (3-4 X 7.2 F.O.) PC-1007 (3'4 X T2 F.O.) (3'4 X T2 F.O.) (3.4 X 7'2 F.O.) 0 0 O 13'0 iv 10'0 11'0 10'0 r i4 10'0 10'0 B'0 10'D iV 10'0 13b 8'0 10'0 N 10'D 8'0 1/4P2 1 BZ76-22.OKK BZ76-2.9 1/4P2 BZI6-11.9 1/4KZ BZ76-2.9 1/4P2 (2) REQUIRED BZ76-8.9 1/4KZ (2) REQUIRED BZ76-27.QED 1) REQUIRED BZ76-2.9 1/4P2 BZ76-8.9 1/4KZ Z16-8..9URN4 BZ76-2.9 D (Z16R�EL.9 ( (2) REQUIRED 'TYPICAL U.N. (2) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. CAL U.N. LVI (1 REQUIRED TYPICAL U.N. 1R�ELou1RFED 23'0 22'0 20'0 IWO 20'0 20'0 25'0 - 25'0 200 9 8 7 280.0 OUT TO OUT OF GIRT LINE Zl - SZ16-2.9 1/4P1 Z2 - 8Z76-10.9 1/4ZK P3 - 1EBOS5-19.11 1/2HK D4 - D180C4-6.17 1/2AP1 P1 - 1E80S5-19.11 1/2KH Z3 - BZ16-13.9 y4ZK 01 - DJBDC4-10.11 1/2AP1 (LOWSIDE) P2 - tE8055-19.11 1/2HH Z4 -BZ76-8.9 1 4ZK 03 - DH8DC4-10.0 O CL-3 (TYP.U.N.) O CL-7 (TYPUN) SIDEWALL FRAMING PLAN AT GRID LINE E P4 - PA-1.10 1/2 0 FDH2-10.3 H2-10.3 N N N N O I I I 1 N N N N W 4 4 (9)BA-2o 1= (LOWSIDE) SHEETING PACKAGE MK# SW01 S-A 0 GRID LINE E. FDH2-10.3 FDH2-10.3 FDH2-10.3 FDH2-10.3 N N N N N N N N O O O 1 I 1 1 1 1 h N N N O N N 4 4 2 (LOWSIDE) 10' X 10' F.O. FLASHING LAYOUT FDH2-10.3 FDH2-10.3 N N N N c o 0 0 1 1 O N N A 4 W a LZ DRAWING SUBMITTAL fDRAWN : NONEk TE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION BY: TJ -07 AIRPORT BLVD FOR APPROVAL D BY: JLW -07 SANDFORD. FL FOR PERMIT ONLY FOR PRELIMINARY DESIGN APPO BY: JLW-07 DESIGN ENTERPRISES PLANS FOR APPROVAL NOT FOR CONSTRUCTION -- DRAWING] 11657001 E-15 I v NUMBER' O CAD BY• TJ 07/28/07 11:45:11 Vey. 29.1 r- (4.5)TFS2-1.0.0 a a N r (4.5)TFS2-10.0 �_FCI-4.10 o (3)FRV-1 1 ° m N J (FAS A6 PANEL) r (6)TFS2-10.0 FC[-0.8-Q ° o-FCI-0.8 - - a Pt - L3P26-0.8 1/4 (4)FRW-1 (5)TFS2-10.Oz r (5)TF52-10.0 a n a p n 0 FCR-6.10 o ° FCR-6.10 FCR-6.10 FCR-6.101 16 a 1 m 3 a 13.5> 11V-1 J (3.5) FRV-1 SHEETING PACKAGE MK# SW02S-A © GRID LINE A L3P26-8.01/2 L3P26-8.0 1/2 (FASIA PANEL) L3P26-6.0 (FASIA PANEL) L3P26-6A 0 `6� 8Cl6` (FASIA PANEL) 8C`6. gCI6` (PASTA PANEL) BC13- BC13- SC13- BC13- _ ( ASIA PANEL) 8C76- (FASIA PANEL) rBC,B_ SC16-19.11 1 2ZZ 8C16- - 284'0 OUT TO OUT OF CANOPY BOX FACADE LINE zi = 8Z14-2.5 7/BZZ SIDEWALL CANOPY BOX FACADE FRAMING PLAN AT GRID LINE A SR224P-5.11 ,/z SR224P-4.11 1/2 SR224P-4.11 1/2 SR224P-5.11 1/2 SR224P-4.1 1 1/2 SR224P-3.11 1 2 _ Sa7�aP-a-71 1/2 FCI-4.101 o L(3)FRV-1 a m u 0 6- j'ESPR ESPR ESPR ESPR Pl rP2 1H8OS4-21.11 I1 2HH .,OS4-22.11 1 2HH rlF SI i St -I S7 I S7 l S7 -I S, y S, -I S7 -I S, 1/2 X 1 1/2 A325 BOLTS _ I W/ Cl) 16 2/3 WASHER PE BOLT a o I o I I CANOPY BOX FACADE SOFFIT PANEL LAYOUT @ GRID LINE A PORTAL FRAME SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 70 3/4 X 1 3/4 1.6 1/2 12'3 8 t0 3/4 X 1 3/4 1'6 1/2 12'3 C 4 1/2 X 1 1/2 5 7/8 NIA p 4 1/2 X 1 1/2 5 7/8 NIA ESPR ESPR .11 1 2HH P3 Sl y R-1201 ' 6'4 6'4 6'4 6'8 6'8 6'8 7'4 7'4 7'4 7'8 7'8 7.8 8.4 8'4 CH4X CH6X (1) REQUIRED CH7X (1) REQUIRED CH8X (1) REQUIRED CHBX (1) REQUIRED (1) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 25'0 7 0 19'0 20'O 22'0 23'0 P1 - 1HBOS4-19.11 1/2KH P4 - 1H8OS4-19.11 1/2HK S3 - CBA-5.0 1/8 P3 - IH80S2-19.11 1%2HH S2 - CSA-2.1 3/8 54 - CBA-2.11 1/4 s1 -I st ESPR rP2 ESPR lF Sl l s1 -�_S 7 PORTAL FRAME SPLICE BOLT TABLE SPLICE OTY SIZE DEPTH CLEAR AT SPLICE A 8 3/4 X 2 1.6 3/4 12'2 3/4 B 8 3/4 X 2 1.6 3/4 12'2 3/4 C 4 1/2 X 1 1/2 5 7/8 N/A p 4 1/2 X 1 1/2 5 7/8 NIA y P2 P4 ESPR RESPR ESP ,il 1 2HH 1ESP HBOS2-22.11 1 2HH 1H8054-21.11 1 2HH St St 7S01 St OPEN 10'0 FOR MASONRY (NOT BY A.B.C.) ..LCt a Z7 SO 1 �PC-1201J �-PC-1101 --' 6'8 6'8 6'8 6'4 6'4 6'4 6'8 6'8 6'8 6'8 6'8 6'8 6'8 8'4 8'4 8.4 7'8 7'8 7'8 7'4 7'4 7'4 8'4 6'8 6'8 CH9X CHBX REQUIRED 1 REOU t REQUIRED ( ) (1) REQUIRED CH6X i REOUIRED (1) REQUIRED (1) REQUIRED (1) REQUIRED TYPICAL U.N. 7YFICA�U N� .N. 1YPICAL U.N. TYPICAL U.N. TYPICAL U.N. IWO 1'D TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 25 0 23 0 22'0 20'0 20'0 20'0 _ 2010 280'0 OUT TO OUT OF GIRT LINE SIDEWALL FRAMING PLAN AT GRID LINE A P5 - PA-4.9 1/2 SHEETING PACKAGE MK# SW02S-A @ GRID LINE A REVISIONS MADE CK D DATE ENGR DATE DRAWING US SUBMRrAL SCALE: NONE DATE BRIO BUSINESS CENTER LLC REVISIONS MADE CK D DATE ENGR DATE N0. [ ] FOR CONSTRUCTION DRAWN BY: TJ 7-30-07 AIRPORT BLVD (•] FOR APPROVAL CHECKED BY: JLw 7-31-07 SANDFORD, FL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES CAD BY; I TJ 07/28/07 11:45:12 Ver. 29.1 PLANS FOR APPROVAL DRAWINc. NUMBER'I11657001 E-16 0 SAFETY NOTES: SQUARE SQUARE RIGID FRAME SAFETY PREGUi10N STAY WELL IN CLEAR OF ALL LOADS BEING MOVED BY ANY TYPE OF UFONG DEVICE. KEEP HANDS AND FEET CLEAR OF MOVING LOADS. THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY." - MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO INSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SUPPING OR FALLING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL. YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA. DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURLINS. - W W A32 5 NUT HEAD BOLT DIAMETER DIMENSION W 1/2" 7/8" 3/4" 1 1/4" 7/8" 1 7/16" 1" 1 5/8" BUILDING ALIGNMENT F-G-E-01--1 SAFETY COMMITMENT IGE70 I ASTM A325 BOLT IDENTIFICATION MF01 I _ AA E7AA BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 23. 2000. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC ERECTION DRAWINGS, ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG -TIGHT JOINTS (ST). FOR INSTALLATION IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE SNUG -TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE SNUG TIGHT CONDITION 15 THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH SO THAT THE CONNECTED PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG -TIGHT CONDITION. CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SLIP -CRITICAL (SC) JOINTS WILL BE NOTED AS SUCH ON THE ABC DRAWINGS OR BY THE ENGINEER OF RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED (PT) OR SLIP -CRITICAL (SC) JOINTS. PRETENSIONED JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO LOAD REVERSAL, THE BOLTS ARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A CRANE OF OVER 5-TON CAPACITY, OR THE CONNECTION IS PART OF THE SEISMIC LOAD RESISTING SYSTEM AND THE BUILDING IS CLASSIFIED AS SEISMIC DESIGN CATEGORY D. E. OR F. NOTE THAT LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SLIP CRITICAL JOINTS ARE REQUIRED WHEN SUP IS DETERMINED TO BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION METHODS PERMITTED FOR PRETENSIONED AND SLIP -CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING, CALIBRATED WRENCH PRETENSIONING, TWIST -OFF -TYPE TENSION CONTROL BOLT ASSEMBLIES, AND DIRECT -TENSION -INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER THAN THE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. FOR INSTALLATION BY TURN -OF -NUT PRETENSIONING, ALL BOLTS SHALL FIRST BE TIGHTENED IN ACCORDANCE WITH THE SNUG -TIGHT PROCEDURE. THE NUT OR HEAD AS APPLICABLE SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. ASTM A325 BOLT PRETENSION SCHEDULE BOLT DIA. d E SPECIFIED MINIMUM BOLT PRETENSION NUT OR HEAD ROTATION FROM SNUG -TIGHT CONDITION Lbg4db I 4dy<Lb<Bdh - 1/2"0 12 KIPS 1/3 TURN 1/2 TURN 3/4"0 28 KIPS 7/8"0 39 KIPS 1"0 51 KIPS INSPECTION: INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS CONSISTS OF VERIFICATION THAT THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED, HAVE BEEN USED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH -MARKED AFTER INITIAL FIT -UP (SNUG -TIGHT CONDITION), VISUAL INSPECTION IS PERMITTED. THE SIDE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES MF91 1/2"0. 3/4"0. 7/B"0 & 1"0 STRUCTURAL BOLTS (A325) _I AA [ ] FOR CONSTRUCTION [•] FOR APPROVAL [) FOR PERMIT ONLY [) FOR PRELIMINARY CAD BY: I TJ SCALE: NONE DATE DRAWN BY: TJ 7-30-07 CHECKED BY.1 JLW 7-31-07 DESIGN APPD BY; I JLW 7-31-07 07/30/07 14:23:52 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION BRIO BUSINESS CENTER LLC AIRPORT BLVD ?� SANDFORD, FL AMERICAN BUILDINGS COMPANY DESIGN ENTERPRISES DRAWING, REV.N NUMBER: 11657001 SED-001 0 CUT WASHER - - WEB OF COLUMN _ TYPICAL WEB OF COLUMN - OR RAFTER HEX NUT OR RAFTER TYPICAL ROD BRACE EYE BOLT BEVEL WASHER BWP_ TYPICAL CABLE GRIP CABLE • COLUMN FLANGES OMITTED FOR CLARITY. CABLE/ROD BRACE DETAIL BR01_ AA DRAWING SUBMITIAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: TJ 7-30-07 AIRPORT BLVD [•] FOR APPROVAL [ ]FOR PERMR ONLY CHECKED BY: JLW 7-31-07 SANDFORD. FL [ ] FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES ;AD BY: TJ 07/30/07 14:23:52 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION AMERICAN BUILDINGS COMPANY DRAWING. REV -NO. NUMBER' 11657001 SED-002 D SAFE' PRECAURON: WORKERS SHOULD BE TRAINED MI THE PROPER ERECTION PROCEOUREt FOR ALL JOBS 0 O FRAME SECONDARY BOLTS) -I-_ \ 1/2X1 1 4 A325 WITH (2) H.. WASHERS (ONE UNDER THE BOLT NEAR AND ONE UNDER THE NUT1 AT FRAME BRACE CONNECTIONS • 1/2 x 1 1/2 A325 BOLT(S) REQUIRED AT WEB WITH BACK TO BACK. FBL-LENGTH AND FB-10 THROUGH FB-15 FRAME BRACES PURUN / GIRT -- - 0 1 - I I �e> 01 WALL PANEL LINE UTILITY CLIP FRAME BRACE FB-_ BOTH SIDES FIELD ATTACH CPS-1 IF REQUIRED BY DESIGN AS NOTED ON STRUCTURAL FASTENER(S) THE BUILDING ERECTION DRAWINGS N12X1 1/4 (4 PER CLIP) RAFTER OR COLUMN UTILITY CUP CL-3 BASE LINE BRACE ANGLE (SPACING AS SPECIFIED BY DESIGN) CBA4_ (IF APPLICA9LE) CBA6_ IF APPLICABLE) L z CBA-LENGTH (IF APPLICABLE) ¢QU. 10'-D" O.C. (MAX.) rn I F I � I SEE BR91AA L c� I BRACE CHANNEL 6C16-LENGTH (B" & 9 1/2- GIRTS) SEE BR96WAA 9.5C14-LENGTH (12" GIRTS) L SEE BR96YAA STRUCTURAL FASTENER(S) L 1/4 N PER CLIP) ANCHOR BOLTS NOT BY A.B.C. _FRAME BRACE BR17 I GIRT BRACING CROSS SECTION BR89 FOR BYPASS PURLINS / GIRTS IAA B% 9 1/2" AND 12" GIRTS AA unnwlmu ounrlunt. STATUS SCALE: NONE DATE BRIO BUSINESS- CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: Ti 7-30-07 AIRPORT BLVD [•] FOR APPROVAL [ ] FOR PERMIT ONLY W CHECKED BY: JL 7-}1-p7 SANDFORD. FL [ ] FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES CAD BY: I TJ 07/30/07 14:23M Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION DRAWING. REV.N NUMBER • 11657001 SED-003 . 0 RAFTER FIANCE THICKNESS SECONDARY FRAMING LA GCE DOUBLE ENDED BOLT REQUIRED 1/2 A325 BOLT REQUIRED FOR LAPPED MEMBERS 1/2' A325 BOLT REWIRED FOR NON LAPPED MEMBERS < 11 — 16 1 X 16 A449 DE 1 X 1 1 4A325 1 X 1 1/4 A325 16 1 X 2 3 16 M49 DE 1 X 1 1/4 A325 1 X 1 1/4 A325 15 1 2 X 2 3 18 A449 DE 1 X 1 1/4 A325 1 X f l 4 A325 14 1/2 X 16 A449 1 X 1 1/4 25 I %1 1 4A35 3�. 13 1 2% 2 16 A449 DE 1 2 X 1 1/4 A325 1/2 X 1 1 4 JL325 1 1 2 X 16 A449 1 % i l AIS 1 X 1 1 4A7 11 1 % S 16 A449 DE 1 X I 1 AT25 1 X I 1/4 A325 16 1 2 X 2 3 16 A449 DE 1 X 1 1 A325 1/2 X 1 1/4 A325 1 1 2X 16 44 1 X 1 1 5 1 X 1 1/2 A325 14 1 2 X 2 3 16 M{9 DE 1 I X 1 1 A325 1 % 1 1/2 A325 1�. 13 1/2 X 2 3 76 M49 DE 1 2 X 1 1 A325 112 X 1 1/2 A325 1 1 X 1 A4{9 I % I i A325 1 2 X 1 1 A325 11 SEE NOTE 1 2 X 1 1 2 AS25 > 1/2' 16 15 REOUIRES WELDED RAFTER CUPS FOR PURLIN ATTACHMENT - 14 t2 11 NOTE: DUE TO TOTAL THICKNESS, LAPPED PURUNS REQUIRE THE USE OF WELDED RAFTER CUPS. BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BSO1 AT RAFTERS I AA SAFETY PRECAUTION: FAPH WTMKFR SHOULD BE TRAINED ST AND MOST DON TECHNIQUES. — TYP WOOD SAFETY Pn'" BLACKING TO BE A DONY A ' 2 K 6 FAWNC kn2ARD TO THOSE BENEATH 'WORKERS SHOULD WEAR 2"1 THE ROOF HMO HATS. OSHA APPROVED RIGID FRAME STRAIGHT PURLINS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT OF PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURLINS INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO ACCOMPLISH THIS. BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURLINS. ALLOWING THE PURLIN TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURUNS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED PURLINS LEADING TO POTENTIAL PURLIN FAILURE UNDER MAXIMUM DESIGN LOADS. SAFETY PRECAUTON: EAVE STRUT WORKERS SHOULD ALWAYS WEAR GLOVES WHEN HANDLING METAL SURFACES WITH SHARP EDGES. SAVE STRUT BRACKET (SHOP WELDED) COLUMN (TYPE MAY VARY) SECONDARY BOLTS 1/2X1 1/4 A325 (TYP.) (2) REQUIRED PER EAVE STRUT END CONNECTION I. PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R EAVE STRUT CONNECTION (BYPASS GIRTS) RF31_R BYPASS, INSET & FLUSH CONDITION I AA LOW SIOE SHOWN / HIGH SIDE SIMILAR AA SECONDARY BOLL 1/2X1 1/4 A32. :UP PURLINS 3/ PURLINS URLINS 2 SECONDARY BOLT(S) (2)1/2X1 1/4 A325 FOR FLANGES > 7/16" I1/2X1 1/2" A325 BOLTS SAFETY PRECAUTION: ALWAYS WEAR OSHA APPROVED EYE PROTECTION WHEN OPERATING DRILLS OR ELECTRIC SCREW GUNS ROOF PANEL r J 2" NOTCH ---1i --1-1 2" NOTCH PURLIN SPACING + 2' TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED THE BUILDING TO DETERMINE THE PURLIN SIZE AND SPACINGS. PURLIN BLOCKING GE02 AA SAFETY PRECAUTION: EAVE STRUT WORKERS SHOULD ALWAYS WEAR GLOVES WHEN HANDLING METAL SURFACES WITH SHARP EDGES. SECONDARY BOLTS 1/2X7 1/4 A325 BOLT(S) (2) REQUIRED PER EAVE STRUT END CONNECTION �-- SECONDARY BOLT(S 1 1/2X1 1/2 A325 TYP.) (2) REQUIRED PER EAVE STRUT END CONNECTION REINFORCING EAVE STRUT PLATE ESPR EAVE STRUT BRACKET (SHOP WELDED) COLUMN (TYPE MAY VARY) EAVE STRUT CONNECTION (BYPASS GIRTS) RF31R6 WITH REINFORCING PLATE (LOW SIDE SHOWN / HIGH SIDE SIMILAR) I AA SAFETY PRECAUTIOM OF RAFTER WORKERS SHORED BE TRAINED ININSTALL ADDITIONAL ROOF FASTENERS THE PROPER ERECTION PROCEORR6 FOR ALL JOBS. 4• AT ANTI —ROLL CLIPS, IF REQ'D TOP HOLE IS USED WITH ROOF PANELA IT �g 1/2' AND 12" MEMBERS ROOF FASTENER F— I12X No*I 1/4 l -- 0------------- f---------t------ —r----'1'--- PURLIN CONDARY BOLT(S) I )1/2 X 1 1/4 A325 ROOF MAIN FASTENER(S) 0 E NOTE FOR LOCATIONS) I I PURLIN WEB REINFORCEMENT CUP CL-15 RF54 \ATE MUST BEAR ON P�S�ECOND�ARY AAFTER "TOP" MARK ANTI —ROLL CLIP RF50A --- -----' " NCL-12 TOP — B" PURLINS = 9 172" PURLINS AACL-13 AT ANTI —ROLL RF57CL-14 - 12" PURLINS (FAR SIDE) RF50 CLIP LOCATIONS mRLIN AA SIMILIAR RAFTERENDWALL RAFTER NOTE: WHEN ATTACHING CL-15 USE TWO 1 Y�X1 A325 OR AS AN OPTION P�WORKERW54FOENIY F1R5T. BOLTS. USE THE BOTTOM HOLE l?� 1/4 AND (1) 1/2X2 3/16 A449 OE — TYP ON ALL MEMBERS. USE THE MIDDLE MAY VARY HOLE ON B" MEMBERS. THE TOP HOLE IS FOR USE ON 9 1/2" & 12' MEMBERS. SEE BSOIAA ANTI -ROLL DETAIL UPHILL RF50 I ANTI -ROLL DETAIL RF51 PURLIN WEB REINFORCEMENT CLIP DETAIL RIGID FRAME RAFTER I AA ENDWALL RAFTER LONG SPAN III PANEL BA LONG SPAN III PANEL BA W I 1 2 1/2" SECONDARY BOLT(S) RAFTER 2 1/2X1 1/4 A325 OR AS AN OPTION AND 1 I)X1/2XI 14 A325 2 3/16 A449 DE — TYP MAY VARY SEE BSDIAA SAFETY P.-TON: PUT WORKER SAFETY FIRST. STANDARD PURLIN LAP RF01 BYPASS CONDITION AA SAFETY PRECAUTION: EAVE STRUT WORKERS SHOULD ALWAYS WEAR CLOVES WHEN HMOUNG METAL SURFACES WITH SHARP EDGES. SECONDARY BOLT(S 1/2X1 1/4 A325 ?TYP.) (4) REQUIRED PER EAVE STRUT END CONNECTION EAVE STRUT BRACKET (SHOP WELDED) RIGID FRAME CORNER COLUMN — (TYPE MAY VARY) EAVE STRUT CONNECTION (BYPASS ENDWALL) RF32R LOW SIDE SHOWN / HIGH SIDE SIMILAR AA DRAWING 5UBMNTAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC ] FOR CONSTRUCTION DRAWN BY. TJ 7-30-07 AIRPORT BLVD •] FOR APPROVAL ] FOR PERMIT ONLY CHECKED BY: JLW 7-31-07 SANDFORD, FL ] FOR PREUMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES AD BY: F TJ 07/30/07 14:23:55 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION NUMIER:111657001 SED-005I RCV.0 B SAFETY PRECAUTION: �SETRKER HE SAFEST AND MOSTHE TRAINED PRODUCTIVE ERECTION TECHNIQUES. RAFTER PURLIN 'TOP" MARK PURLIN WEB REINFORCEMENT CLIP CL-15 STRUCTURAL/" 0 1 /2 O14A 325 (SEE NOTE FOR LOCATIONS) (2) STRUCTURAL BOLTS- 1/2"0 X 1 1/4" A325 �--PURLIN WEB REINFORCEMENT CUI CL-15 ANTI —ROLL CLIP �CL-12 = 8' PURLINS CL-13 = 9 1/2" PURLINS CL-14- = 12" PURLINS PLATE MUST BEAR ON RAFTER "TOP" MARK TO TOP PURLIN .- - *mO"(2) JI12 STRUCTURAL FASTENERS ANGLEOR (2) 1/4" BOLTS • CLAMP ANGLE 7/BX6 LONG)(FIELD DRILL HOLES AT EACH ANGLE LOCATION) 3/8" ROD HANGER 3/8" ROD HANGER 7/16' HOLE(FIELD DRILL 112 (2)UCTURAL FASTENERS LTS 'IELO DRILL HOLES AT EACH 'ANGLE LOCATION) GLE • !X2X7/BX6 LONG) / - — SECONDARY BOLTS) - (2) 1/2X1 1/4 A325 • MAY BE OMITTED WITH NOTE: • MAY BE OMITTED WITH OR FOR FLANGES > 7/i6" HANGER LOADS 50 LBS. PURLIN LIP MUST NOT SPRINKLER HANGER LOADS 50 LBS. (2)1/2X1 1/2" A325 BOLTS OR LESS. BE DISTORTED. PIPE OR LESS. SPRINKLER NOTE: PIPE 1 1 2X1 1/4 A325 RAFTER PURLIN LIP MUST NOT AND (1) 1/2X2 3/16 A449 DE — TYP NOTE: WHEN ATTACHING CL-15 USE TWO BE DISTORTED. BOLTS. USE THE BOTTOM HOLE SAFETY PRECAQTAOM MAY VARY TUNED SECTION "A —A" SEE VARY ON ALL MEMBERS. USE THE MIDDLE EACH WORKER SHOULD BE RNED SECTION "A -A" . HOLE ON e" MEMBERS. THE TOP HOLE IS USE THE SAFEST MOST PRODUCTVE ERECTION D TE MOS LIES. FOR USE ON 9 1/2" do 12" MEMBERS. RF57 SPRINKLER PIPE HANGER DETAIL AT PURLINS SH�01 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SH�02 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 ANTI —ROLL CLIP DETAIL _ AA PURLIN WEB REINFORCEMENT CLIP REQUIRED AA q PURUN SECONDARY BOLT(S) (2) 1/2X1 1/4 A325 PLATE MUST BEAR ON RAFTER 'TOP" MARK TO TOP SECONDARY BOLT(S) (2) 1/2X1 1/4 A325 OR AS AN OPTION ANGLE — (2) #12 STRUCTURAL FASTENERS (L2X2X1/BX3 OR (2) 1/4" BOLTS LONG) (FIELD DRILL HOLES AT EACH ANGLE LOCATION) TYP. L_ ANGLE SPRINKLER (L3X3X3/16X LENGTH) PIPE 3/8" ROD HANGER �HANCERS (TYP. U.N.) q PIPE I FL PIPE rt PIPE I It PIPE .0.4 I I I I "B" SUPPORT ANGLES _ (TIP. U.N.) BAY BAY 1/4 BAY "B" 1/2 BAY BAY BAY BAY BAY SPACING BAY SPACING BAY SPACING rt PURUN PURUN PURUN 1: PURUN 5 PURLIN It PURUN PURUN PIPE PURUN EQUIVALENT COLLATERAL LOAD FOR PIPE SUPPORTS 20' BAYS 25' BAYS 30' BAYS POINT LOAD AT HANGER STD. WT. DRY WT. WET WT. PIPE PIPE PIPE PE PE PIPE +250 PIPE ZISD PIPE I(/FT• i/FT• +250� +2150 SIZE 6" 18.97 31.5 8 11 6 8 7 5 3 6 5 .315 233 565 483 5' 14.62 23.3 6 9 7 4 3 6 2 5 163 413 4• 10.79 16.3 4 4 7 2 5 2 4 134 384 3 1 2" 9.11 13.4 3 6 2 5 2 4 105 358 3{ 7.58 10.8 2 6 1 5 1 4 79 3 29 2 1(2" 5.79 7.9 1 5 1 4 1 3 5T 301 2 3.65 5.1 1 5 1 4 1 3 36 286 1 1/2" 2.72 3.6 1 5 1 4 1 3 29 279 1 1 4' 2.27 2.9 1 5 1 4 1 3 21 271 1� 1.6B 2.1 NOTES: 1. PIPE HANGERS ASSUMED AT 10' SPACINGS LOCATED PER TYPICAL PIPE LAYOUTSHOW AS N IN DETAIL SH04/AA 2. FOR PIPE SUPPORTED AT 5' INTERVALS, VALUES ABOVE MAY BE HALVED. 3. PURLIN SPACE ASSUMED TO BE 5' ON CENTERS. D BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. CLAMP WITHOI REINFORCING 4. SPECIAL CONSIDERATION SHOUL NOT ALLOWED 5. 250® LOAD IS REQUIRED BY USC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION SECTION "B-B" ro PIPE LOADS. RIGID RIGID FRAME FRAME SH05 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH�06 SHO4 LOADS FOR SPRINKLER PIPE SUPPORTS CLAMP wlTHour REINFORCING ANGLE I AA SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SH03_ TYPICAL SPRINKLER PIPE LAYOUT AA AA CLAMP WITHOUT REINFORCING AN CLAMP WITHOUT REINFORCING AN CLAMP WITHOI REINFORCING \� — NOT ALLOWED NOT ALLOWED NOT ALLOWED "NOT SH07 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH07A AA SPRINKLER PIPE, "NOT ALLOWED DETAIL" SH06A SPRINKLER PIPE ALLOWED DETAIL" AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED Al PURUN LIP A CLAMP WITHOUT REINFORCING ANGLE AND BENDING LIP OF PURLIN CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURLIN LIP MADE CKD DATE ENGR DATE ORAWIANSMITTAL SCALE: NONE DATE gR10 BUSINESS CENTER LLC REVISIONS MADE CKD DATE ENGR DATE NO. REVISIONS FOR CONSTRUCTION DRAWN BY: TJ 7-30-07 AIRPORT BLVD [•] FOR APPROVAL CHECKED BY: JLW 7-31-07 SANDFORD. FL [ ] FOR PERMIT ONLY [ ] FOR PREUMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES CAD BY: TJ 07/30/07 14:23:59 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTIO1 DRAWING657001 SED-006 NUMBER ' COLUMN FLANGE THICKNESS SECONDARY FRAMING GAUGE DOUBLE ENDED BOLT REQUIRED 1[//�2� A325 BOLT REOUIRED FOR LAPPED MEMBERS 1/2- A325 BOLT REQUIRED FOR NON LAPPED MEMBERS 4 3 8^ 11 - 16 1 X 2 3/16 A449 DE i X 1 1/4 A325 1 X 1 1/4 A325 16 I X 3/16 A449 D 1 X.1 114 AS .1 2 X 1 1/4 A325 1 1 X 3 16 A449 1 X 1 1/4 A32S 1 X 1 1/4 A325 14 1/2 X 2 3/16 A442 1/2 X 1 1/4 A325 1 X 1 1/4 A325 3/8^ 13 12 X 16 A449 1 X 1 114 1 X 1 1/4 25 1 12 X 2 3 16 A449 DE 1 X 1 1 A325 1 X 1 1 4 A325 11 1/2 X 3/16 A449 DE 1 2 X 1 1 A325 1 2% l t f A72S I6 1 % 1 Ms9 D 1 X I 1 A325 1 2 X i 1 4 A325 1 1/2 X 2 3 /6 A449 DE t X 1 1 A325 1/2 X 1 1/2 A325 14 112 X 2 3/16 A449 DE 1/2 X 1 1 2 A325ffi22 1 2 A325 1�^ 13 1 X 16 M49 1 % 1 1 2A35 1 2 512 1 2 X 2 3 16 A449DE 1 X I i 2 A325 7 2 A32511 7 2 X 3 5 8A307DE 1 X 1 1 A325 1 2 A32516 1 X 3 5 8 A307 1 X 1 1 A3 5 1 A32515 1 X 3 5 8 A307 DE 1 X 1 1 2 A325 1 2 A72S14 I % 7 1 X I 1 1 A3255/8^ 13 t X 3 5 8 A307 1 X 1 t A3 51 1 2 A32512 7 2 X 3 5 8 A307 DE 1 2 X 2 A325 1 1 2 A325 .11 1 X 7 1 2 X2A35 1 1 2A325 16 1/2 X 3 5 8 A307 LIE 1/2 X 2 A325 1 2 x 1 1 2 A325 15 1 2 X 3 5 8 A]07 DE t X 2 A325 1 X 2 A325 is t X 3 5 6 A307 DE 1 % A325 1 % 25 3/4^ 13 7 2% 3 S 8 A307 DE 1 2 X 2 A325 1 X 2 A325 12 I Z X 3 5 A307 DE 1 X A325 1 X 2 A375 11 1 X 3 5 8 A307 1 X 2 A325 1 % A325 1 H- 15 1/2 X 3 5 8 A307 DE 1/2 X 2 A325 1 % A325 1 1 2' 11 - 16 112 X 7 -2-21 ORDER SPECILL OR SAFETY PRECAUTION: EAVE STRUT AMERICAN BUILDINGS COMPANY RECOMMENDS • ENDWALL THAT ALL WORKERS WEAR STEEL TOE SHOES GIRT DEPTH 1 4^ WITH METOTARSAL GUARD, EYE PROTECTION AND HARD HATS. _ _ . - _.. r _ - •---- -- '-. • CORNER COLUMN • SECONDARY BOLT(S) i 1/2X1 1/4 A325 i SECONDARY BOLT(S) 2 X 6 WOOD BLOCKING i (2) 1/2X1 1/4 A325 - TYP yp�Y FrteulJTioN: BY OTHERS) I MAY VARY pp N07 6TEP, SD OR CLIMB ON WALL SEE BS02AA gR15 pp FAVE STRUTS. FAIL RE tD ADHERE TO THIS PRECAUTION MAY RESULT W A SERIOUS WJURY. GIRT SPACING t _-_--__- -----_-------- ----- - x RIGID FRAME COLUMN STRUCTURAL FASTENER(S) =NOTREQUIREDIF aJW ~ - - TYPICAL CONSTRUCTION OF THE WOOD BLOCKING"IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD ' "- iR12X1 1/4 "", - SIDEW_...w� SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE rn °: WOOD BLOCKING GIRT SIZE AND SPACINGS. GIRT _ _ (BY OTHERS) ..................................... CABLE ANGLE GA-1 • UTILITY CLIP BASE ANGLE CL-2 ENDWALL SETBACK 2 1 L4^ INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING •NOT REQUIRED IF OPEN ENDWALL THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING _ _ _ _ _ BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BS02 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING CAN BE GIRT BLOCKING GE03 CORNER GIRT CONNECTION (BEAM &COLUMN CORNER COLUMN) WF01 RR AT COLUMNSMOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, AA BYPASS, INSET OR FLUSH SIDEWALL / BYPASS ENDWALL AA I AA ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. _ COLUMN • ENDWALL - SAFETY PRECAUDON: - GIRT GIRT DEPTH I DO NOT STEP, SR OR MAY R UL WNJ. CRIS OR EAVE STRUTS FAILURE TO ADHERE TO 71%S PRECAUTION WT RESULT IN A SECONDARY BOLT(S) SERIOUS INJURY. CORNER COLUMN SECONDARY BOLT(S) (1) 1/2X1 1/4 A325 A32)) I - 1/2X1 1/4 A325 AND (1) 1/2X2 3/16 A449 DE - TYP SECONDARY BOLT(S I SECTION A MAY VARY SECTION A ..... ..... SEE BS02AA SECONDARY BOLT(S) _ .... .............. (2) 1/2X1 1/4 A325 - TYP.... I .............. MAY VARY GIRT - -- SEE OS02M ____lQ a ®.. .................. . ..................................... ...... 1 ^ ...... ............... ................ ......... ..... I 2 1/2 x----------------------- ��::��....-..::::::::::.-" �:�::•:::... ... SECTIONNOTA JH I aw STRUCTURAL FASTENER(S) aw ii='=32}F.::C;}};:;i?2}iF}:-E: I 3^ wo o r"??:ir..'"-}2iiiiii::'..iF.-iFi?ii-:}iif WITH 1 2 DE BOLT IN PLACE, I 12X1 1/4 '� ..::. Q+r::.:'?i "'iF.:Si:": iiFi............::c.:'i / L] — I _ � o I.,. {.:::•.:..", .. OUTER ZEE GIRT CAN BE ATTACHED � w ✓>v }rr:i:::.::._:: "-�':::;}:-: :.:::':.?iiii}:}Ei:i'i '':::::::::.�::: �: ii.i'.:'r. rrr. ..�.. ... WITH 1/2 A325 BOLT AND ADDITIONAL ............ NUT ON 1/2 DE BOLT. • UTILITY CLIP SECTION A COLUMN 1 1/4-11 1/4- I CL-2 - 1/2 X 1 1/4 A325 BOLT - TYP. (SEE NOTE) GABLE ANGLE V-6^ AT FLUSH ENDWALL GIRTS SEE BS02AA AS REQ'D AS REO'D GA-1 V-7 1/2- AT INSET ENDWALL GIRTS 2'-2- AT B^ BYPASS ENDWALL ATTACH INNER ZEE GIRT WITH 1/2 X 2 3/16 A449 DE BOLT - TYP 1/2 X 2 3/16 A449 DE BOLT - TYP SEE BS02AA 2'-3 1/2- AT 9 1/2- BYPASS ENDWALL COLUMN SEE BS02AA - • NOT REQUIRED IF OPEN ENDWALL BYPASS LAPPED GIRT CONNECTION TO COLUMN WF02R CORNER GIRT CONNECTION (RIGID FRAME CORNER COLUMN) WF04 BYPASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF1OR BYPASS GIRT TO COLUMN CONNECTION (LAPPED GIRTS ONLY) WF10RA AA BYPASS SIDEWALL / BYPASS, INSET OR FLUSH ENDWALL AA STEP ONE AA STEP TWO AA COLUMN SECONDARY BOLT(S) -" (2) 1/2X1 1/4 A325 - TYP MAY VARY SEE BS02AA SECONDARY BOLT(S) SECONDARY BOLT(S) (2) 1/2X1 1/4 A325 - TYP (1) 1/2X1 1/4 A325 MAY VARY AND (1) 1/2X2 3/16 A449 OE - TYP SEE ES02AA MAY VARY GIRT SEE SS02AA GIRT DEPTH 2 1/2 FLANGE 6 OR 9 1/2- NOTE FOR NON -LAPPED GIRT CONNECTIONS (2) OF THE APPROPRIATE A325 BOLTS MUST BE USED. BYPASS CEE GIRT WF1 1 R BYPASS GIRT WF58R BYPASS NON -LAPPED GIRT CONNECTION TO COLUMNWF61 R AA PLANS FOR APPROVAL AA AA [NOT FOR CONSTRUCTION N0. REVISIONS MADE CK D DATE ENGR DATE N0. REVISIONS MADE FENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: TJ 7-30-07 AIRPORT BLVD [•] FOR APPROVAL CHECKED BY: JLW 7-31-07 SANDFORD. FL AMERICAN BUILDINGS COMPANY [ FOR PERMIT ONLY [ ]FOR PRELIMINO- NARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES DRAWING. 11657001 SED-007 REv.0 CAD BY: TJ 07/30/07 14:24:00 Ver, 29.1 NUMBER - 0 BSAFELY PRECAUTION: • SAFETY PRECAUTION: ! OF LOADS a STAY WELL IN THE CLEM OF LOADS SAFETY PRECAUTION: SECONDARY BOLT(S) IIIL STAY WELL WELL IN THE CTHE C \ 1 1 2• 1 1/'1• 1 1/2' j 1 I' BEING YOVEp BY ANr TYPE LIFTING WORKERS SHOULD BE li7AINED M ------------------------------------- BEING MOVED BY ANY T�nE UFONG / DEVICE BE SURE TO KEEP !ANDS THE CORRECT AND SAFE OPERATION (2)1/2 X 1 1/4 A325 DEVICE BE SURE TO Kl�v HANGS AND FEET CLEAR OF MOVING LOADS. OF UFfING EOUIPYENI. ' AND FEET CLEAR OF Y..VING LOAD& PRIMARY BOLTS) W/2 WASHERS PER BOLT 3/4 A325 ( N.) •A• PRIMARY BOLT(5) 3/4.0 - - - PRIMARY BOLTS) 3/4'0 •A• _ OTY. BY DESIGN BY DESIGN- - Iz z 6Y DEESIGN I I I I + I I 13/16.0 I 13/16.0 _ FRAME BRACE )) SX(BS) > I IPURLIN SX(B;) (4)1/RIMA1/2'RY RY OA(S) SECONDARY BOLT(S) (2) 1/2X1 1/4 A325 - TYP MAY VARY � SEE BSOtAA NDWALL RAFTER +- + ��, j HIGHSIDE ENDWALL RAFTER -j RPAPR'IMARY BOLT(S) 3/4.0 " "I "PRIMARY BOLTS) 3/4'0 •A• — - - J. ENDWALL RAFTER - BY DESIGN' _ _L:� - - -- Y DESIGN STIFFENER CORNER COLUMN TT CORNER COLUMN-ENDWALL INTERIOR COLUMN \ rL OF COLUMN \ rL OF COLUMN BUILT-UWN COLDT FORME COLUMN MN SIMILAR{ ENDWALL RAFTER -LENGTH WILL VARY BASED UPON VIEW "A -A' -LENGTH WILL VARY BASED UPON ECAU"ON "CONNECTION THICKNESS ENDWALL RAFTER SPLICE P VIEW "A -A• CONNECTION THICKNESS 7 WORKERS SHOULD eE TRAINED IN ENDWALL RAFTER SPLICE It THE PROPER ERECTION PROCEDURES FOR ALL JOBS. CORNER COLUMN CONN. DETAIL AT BLDG. EAVE - BEARING FRAME F_E_F1_2Z_l CORNER COLUMN CONN. DETAIL AT HIGHSIDE EAVE - BEARING FRAME EF14Z ENDWALL RAFTER SPLICE DETAIL EF22_ ENDWALL INTERIOR COLUMN CONNECTION DETAIL AT HOT -ROLL EF26W BLOCKED COLUMN W/STIFFENERS TO RAFTER CONNECTION - 3/4.0 BOLTS AA_j BLOCKED COLUMN W/STIFFENERS TO RAFTER CONNECTION - 3/4'0 BOLTS AA RAFTER TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA - PRIMARY BOLTS) R.F. RAFTER BOLT GALE (TYPICAL) SECONDARY BOLTS SPATE STRUT PURLIN - MAY iVAR 1/4 A325 - TYP SAFETY WELL IN T E BEING MOVED BY ANY TYPE LIFTING _ PLATE MAY VARY STAY WELL IN THE CLEAR OF LOADS STAY WELL IN THE CLEAR OF LOADS BEING MOVED BY ANY TYPE LOFTING SEE BSOIAA ANDCFEETECLFAR OF MOVING LOADS. HAUNCH SPLICE SURE TO KEEP HANDS I PENCE. BE SURE TO KEEP HANGS I AND FEET CLEAR OF MOVING LOADS PRIMARY BOLTS (TYP.) PRIMARY BOLTS (TYP.) PLATE (RAFTER) " PRIMARY ________ _________ (SEE SIZE ANDSQUANTITY)SECTION FOR (SEE CROSS SECTION FOR ' u ' (nylpi SIZE AND QUANTITY) It /� d• A 7 �II /y n J.i WORKER S SHOULD I n Jv T > 1/e' WORKERS SHOULD BE TRAINED M i 111E PROPER ERECTON PROCEDURES It R 1'MIN.: E PRIMARY BOLT(S) Gr FOR ALL JOBS. I T (4) 1/2 X 7 1 2 A325 HAUNCH SPLICE I - (BOTH SIDES) / RIGID FRAME COLUMN PLATE (COLUMN) ��• 2 STRUT CHANNEL -_ 1'MIN. 8C12-LENGTHX_ R.2'. T . W _ z' R.F. COLUMN _ 1' MIN. _ 2• i' MIN. RIGID FRAME COLUMN TYPICAL CONNECTION AT GAPS R.3'. T . W 3'MIN. RIGID FRAME RAFTER RIGID FRAME RAFTER 1. SHIMS REQUIRED AT GAPS > 1/8'. ENDWALL 2. PLACE NON -TAPERED WHIMS BETWEEN BOLT PAIRS AS RTACK W D. E E INTERIOR GAPS IN COMPRESSION AREA GREATER THAN 1/B' AND TACK WELD. Ay 1 TACK WELD NON -TAPERED WHIMS 1' MIN. E K T BOTH NG ES COLUMN STYLE 2' T . W NON -TAPERED SHINS TO MEET NSC 'FINGER' SECTION 'A' -'A' ♦. ALL SHIMMING MATERIAL MILD STEEL (SECTION THROUGH GAP) 5. RIDGE SHIMMING DETAILS SIMIUNL SECTION AT COLUMN w/ STRUT CHANNEL EF31 DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 TYPICAL HAUNCH SHIMMING DETAILS MF19 ENDWALL RAFTER AA RIGID FRAME AA RIGID FRAME AA RIGID FRAME AA RIGID FRAME RAFTER - RIGID FRAME RAFTER PRIMARY BOLTS (TYP.) SAFETY PRECAUTION:(SEE CROSS SECTION FOR AMER CAN BUILDINGS COM'EL.ANY RECMENDS SIZE AND QUANTITY) - THAT ALL WORKERS WEM OME SHOES WITH METOTARSAL GUARD. EYE PROTECTION AND HARD HATS. INTERMEDIATE RAFTER CONNECTION DETAIL MF21 _ PLANS FOR APPROVAL RIGID FRAME RAFTER AA NOT FOR CONSTRUCTION NO. REVISIONS MADE I CK D I DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: TJ 7-30-D7 AIRPORT BLVD [•] FOR APPROVAL CHECKED BY: JLW 7-31-07 SANDFORD, FLAME BUILDINGS COMPANY [ FOR PERMIT ONLY [ J FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES DRAWING. R�•N0• CAD BY: TJ 07 30/07 14:24:00 Ver. 29.1 NUMBER' 11657001 SED-008 0 1 1 /2 RIGID FRAME MASONRY WALL COLUMN 1T/'- FINISHED FLOOR GRADE LEVEL •_!.• �•�' . FOUNDATION MA02 MASONRY APPLICATIONS SECTIONS AT MASONRY SIDEWALL AA PLANS FOR APPROVAL NOT FOR CONSTRUCTION •�r+uL A.n U unlL LRUR I Y M NU.j KLVIbIUNJ MAUL L;KUj UAIL LNUKI UAIL I VKAWING WON I UAL STATUS - SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES ?�� AMERICAN BUILDINGS COMPANY [ J FOR CONSTRUCTION [•] FOR APPROVAL [ ]FOR PERMR ONLY [ ] FOR PRELIMINARY DRAWN BY: TJ 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING. 11657001 SED-009 NUMBER RINI. 0 CAD BY; T TJ 07/30/07Y 14:24:01 Ver. 29.1 RIGID FRAME MASONRY WALL COLUMN FINISHED FLOOR GRADE LEVEL''. • +� .. ,+•• . .. FOUNDATION I MA02 MASONRY APPLICATIONS SECTIONS AT MASONRY SIDEWALL I AA DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: TJ 7-30-07 AIRPORT BLVD [•] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY-1 JLW 7-31-07 SANDFORD, FL [ ] FOR PRELIMINARY DESIGN APPO BY:j JLW 7-31-07 DESIGN ENTERPRISES PLANS FOR APPROVAL NOT FOR CONSTRUCTION DRAWING NUMBER] 11657001 SED-009I KCVO CAD BY: I TJ 1 07/30/07 14:24:01 Ver. 29.1 WALL MAIN FBC-1 WALL BASE FASTENER (BY OTHERS) 114"0 CONCRETE ANCHOR (min.) 5 -0" O.C. (maz.) BASE ANGLE i 1 1/2"f OVERHANG - BA 20 1 - 1 .. Z GRADE N 2" EAVE SUPPORT FLASHING EAVF STRUT? SAVE CLOSURE FLASHING �- OUTSIDE CLOSURE LQAI LONGSPAN PANEL (TYP.) BUTYL CAULK SSCK-1 RETHANE CAULK �TS 'EAVE TRIM 3UND RIVETS 3)REO-D. PER LAP 1/8 RIVET FL08 BA01 SECTION AT BASE ANGLE BA02 OUTSIDE CLOSURE INSTALLATION AT EAVE AB7 OUTSIDE CORNER FLASHING L AB BASE ANGLE DETAIL AB ARCHITECTURAL III, ARCHITECTURAL -� LONGSPAN WALLS LONG SPAN WALLS Y" RIB OR LONG SPAN III WALLS AB THINGS TO REMEMBER 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WITH ERECTION GUIDE 3, ALIGN GIRT. 4. PLUMB FIRST AND EVERY PANEL 5. CHECK COVERAGE ON EVERY PANEL 6. FOLLOW SCREW ATTACHMENT SEQUENCE: TRAILING TO LEADING. TOP TO BOTTOM. 7. DO NOT EXCEED INSULATION THICKNESS (4" MAX.). 8. DO NOT "RATCHET" OR OVERTIGHTEN WALL PANEL SCREWS. THIS WILL CAUSE "DIMPLING". 9. USE THE FLAT OF THE LONGSPAN PANEL TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 10. DO NOT USE ABRASIVE SAWS OR OTHER CUTTING TOOLS WHICH PRODUCE HOT METAL PARTICLES OR BURNED EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND CALVALUME FINISH AND WILL VC ANY WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. PANEL INSTALLATION NOTES GE04 LONGSPAN WALL PANELS AB GTS 1/8 TUBE BLIND RIVET 6 REQUIRED 1/8 RIVET DOWNSPOUT FDS-14.4 BLIND RIVET (6) 1/8 RIVET DOWNSPOUT FDS-14.4 OR ELBOW FDE-2 GTS DOWNSPOUT FDS-14.4 R GUTTER CLIP COVER TRIM ------ROOF FASTENER (TYP.) TCGC (REQUIRED AT PAINTED ROOFS ONLY) J ALONG DASHED LINE ROOF PANEL GUTTER CLIPS TAPE MASTIC CUT ALONG SOLID LINE GUTTER 11 314 TGT1 3 LENGTH u u EAVE FLASHING DOWNSPOUT CLIP n EAVE STRUT FDC-2 DOWNSPOUT (TYP.) IIL..SIDEWALL GIRT � FDS-14. 11 J � 1 SIDEWALL PANEL (TYP.) u DOWNSPOUT CLIP U FDC-2 n n I� BLIND RIVET (TYP.) 1 1/8 RIVET DOWNSPOUT ELBOW FINISHED FLOOR 11 FDE-2 n NOTE: u FOR PAINTED ROOFS VET USE DETAIL GT02AAA JET DOWNSPOUT FDS-14.4 nurvu V--1 1/8 RIVET BLIND RIVETS 1 /B R VET PER CLIP ® WALL) SIDEWALL PANEL GTO3 DOWNSPOUT OUTLET DETAIL GTO1 DOWNSPOUT DETAIL GT02 SECTION THROUGH DOWNSPOUT AA AA AA SAVE DOWNSPOUTS DOWNSPOUT CLIPS (FDC-2) 10" 1- PC. FDS-14.4 & i PC. FDE-2 2 12� 1 PC. FDS-14.4 & 1 PC. FDE-2 2 14' 1 PC. FDS-14.4 & 1 PC. FDE-2 3 16' 1 PC. FDS-14.4 & i PC. FDE-2 3 18' 1 1 2 PC. FDS-14.4 & 1 PC. FDE-2 4 20- 1 1 2 PC. FDS-14.4 & i PC. FDE-2 4 & 1 1 2 PC. FDS-14.4 & 1 PC. FDE-2 4 24' 2 PC. FDS-14.4 & 1 PC. FDE-2 5 26' 2 PC. FDS-14.4 & 1 PC. FDE-2 5 28' -2 PC. FDS-14.4 & 1 PC. FDE-2 6 30� 2 PC. FOS-14.4 & 1 PC. FDE-2 6 32 2 1 2 PC. FDS-14.4 & 1 PC. FDE-2 6 34' 2 1 2 PC. FDS-14.4 & 1 PC. FDE-2 7 36' 2 1 2 PC. FDS-14.4 & 1 PC. FDE-2 7 3B' 3 PC. FDS-14.4 & 1 PC. FDE-2 e 40' 3 PC. FDS-14.4 & 1 PC. FDE-2 8 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 I DOWNSPOUT SCHEDULE GAA AA FLANGE BACK GUTTER, TGF- GUTTER TGT7 uuu GUTTER BLIND RIVET) '�• (12 REO-D. PER LAP1 1/8 RIVEff (2) 1/4"0 BEADSGUT7rER SEAL EACH LAP GTS GUTTER LAP BLIND RIVET (12 RIVET. PER LAP) L) FASTENERS AT GUTTER LAP AND ENDCAP GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL F GTTO7 DRAWING SUBMITTAL SCALE: NONE STATUS [ ] FOR CONSTRUCTION DRAWN BY: TJ [•] FOR APPROVAL C HECKED BY: JLW [ ]FOR PERM17 ONLY [ ] FOR PRELIMINARY DESIGN APPD BY: Al 66 BY• 1 TJ I 07/30/07 14:24:0' DATE BRIO BUSINESS CENTER LLC 7-30-07 AIRPORT BLVD 7-31-07 SANDFORD, FL 7-31-o7 DESIGN ENTERPRISES Ven 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTIOP DRAWING.I11657001 SED-010 NUMBER' GUTTER CUP COVER TRIM TCGC (REQUIRED AT PAINTED ROOFS ONLY) CUP COVER TRIM ) AT PAINTED ROOFS ONLY) GUTTER CUP CGB_ SAFETY PRECAUTION; WORKERS SHOULD BE TRAINED IN IKE PROPER ERECTION PROCEDURES FOR ALL JOBS. INSULATION I� R jl R ii TRIM INSULATION AND II R TURN VINYL BACK. INSULATION ii MUST NOT BE EXPOSED TO I n WEATHER. WALL PANEL —� !{ II 11 1 n II II II II d II II ' II BASE ANGLE-----_---�I e' LONGSPAN PANEL (TYP.)-" GABLE ANGLE WALL STITCH FASTENERS)) WALL MAIN FASTENER(S) TYP. SEE NOTE 1) (TYP. AT SIDELAPS, SEE NOTE 2) III 14 X 3/4 DETAIL "A" C12 X 1 1/4 2'-0" O.C. VERTICALLY 1'-0" O.C. AIL "A' S 1,-0. 1,_0. =1--cl NOTE: 1. WALL FASTENER(S) REQUIRED AT SIDEWALL AND ENDWALL GIRTS, BASE ANGLE, EAVE STRUT AND GABLE ANGLE. FASTENER LAYOUT SHOWN ALSO APPLIES FOR LINER AND PARTITION PANELS. 2. PANEL STITCH FASTENER(S) AS SHOWN REO'D. GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE—DRILUNG HOLES IN THE SHEETS AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1 8" OR 5/32" DIAMETER DRILL BIT FOR SHEET TO STRUCTURAL FASTENERS. AND A 1/4" DIAMETER BIT FOR THE SIDELAP CLEARANCE HOLES. CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. THE TEMPLATE SHEET SHOULD BE LAID OUT IN ACCORDANCE WITH THE BUILDING ERECTION DRAWINGS. SINCE PRE —DRILLING WILL "HAND" THE SHEETS IT IS NECESSARY TO SELECT THE END OF THE BUILDING FROM WHICH THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST THE BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURUNS OR GIRTS. PRE —DRILLED TEMPLATE SHEET SAFETY PREGUTION: ALWAYS WEAR OSHA APPROVED EYE PROTECTION WHEN OPERATING DRILLS OR ELECTRIC SCREW GUNS. NOTE: SEE FASTENER TENER LAYOUT WCOS AB SHEETS TO W ` GUTTER ENDCAP ONLY AT PANEL SIDELAPS OR AT FLASHING GE-1 LAPS AND FLASHING TO PANEL CONNECTIONS. T' KEEP ENDS OF PANELS ALIGNED GUTTER CLIP PLACEMENT DETAIL GT18A SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02_ FASTENER LAYOUT WC05_. -PRE-DRILLING. FOR FASTENER LOCATIONS WC08 AA - AA LONGSPAN WALLS AB LONGSPAN III WALL PANELS AB WALL MAIN FASTENER(S) (TYP) 12X 1 1/4 V12X WOOD BLOCKING (BY OTHERS) LONG SPAN III PANEL I D.C. I 30.48 cm O.C. I RAKE FLASHING I - EAVE STRUT i I GIRT LINE OR STRUCTURAL LINE EAVE CLOSURE FLASHING - WALL TRIM FASTENER(S) I 14 X 3/4 '-0" O.C. AT PANEL RIBSEAVE SUPPORT WALL TRIM FASTENER(S) FLASHING V 14 X i WALL TRIM FASTENERS).0 1 —0 0 DC. AT PANEL RIBS i 2'— X 8C'.. cm O.C. OUTSIDE CLOSURE 20" O.C. (SEE SECTION AT EAVE) i RA01 AB I I GABLE MEMBER ' GIRT (SEE NOTE 5) . BLIND RIVET TYPICAL WALL TRIM FASTENER(S) CORNER FLASHING 6 REQ'D. PER FLASHING LAP 3/4 FCR—LENGTH 1/8 RIVET 2� OXO.C4 AT PANEL SIDELAPS 'ALLXMAIN7 FASTENER(S) , 12-0 O.C. / '—BASE ANGLE BA-20 SAFETY rwun PREoN: IL GENERAL NOTES: DO NOT STEP, SIT OR CUMB ON WALL pros OR EAVE STRUTS. FALLURE TO ADHERE TO THIS PRECAUTION MAY RESULT IN A 1. CROWD OR STRETCH PANELS SLIGHTLY AS SERlous INJURY. NECESSARY TO MAINTAIN 3'-0" COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH - BUILDING FRAME. - 3. PANEL SIDELAPS STICHED 2'-0" ON CENTER WITH #14 WALL FASTENERS. 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE LONGSPAN III PANELS BRUSH. DO NOT USE AEROSOL TYPE PAINT FOR TOUCH UP. 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN. VERTICAL CORNER FLASHING BASE ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT FCR—LENGTH, FBC-1 FLANGES WILL CAUSE DIMPLING OF PANELS AT SCREW LOCATIONS. TYPICAL CORNER DETAIL AT PANELS WC20 LONG SPAN III WALL PANELS I AB BACKLAPPING THE PANELS 1' OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST. PANEL INSTALLED. ON THE ENDWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. RIO�E RIDE n' I NOTE: ENDWALL PANELS SHOWN, SIDEWALLS PANELS SIMILAR LONG SPAN III SHOWN, ARHITECTURAL III & ARCHITECTURAL 'V" RIB SIMILAR. CORNER FLASHING DETAIL (OUTSIDE) WC21 I PANEL BACKLAPPING WC75 LONG SPAN III WALLS I AB ARCHITECTURAL III, ARCHITECTURAL 'V" RIB OR LONG SPAN III WALLS AB DRAWING SUBMITTAL SCALE: NONE STATUS [ ] FOR CONSTRUCTION DRAWN BY: I TJ [•] FOR APPROVALFOR CHECKED BY: JLW PERMIT ONLY [ ] FOR PRELIMINARY DESIGN APPp BY; I JL' CAD BY: iJ 07/30/07 14:24:05 DATE BRIO BUSINESS CENTER LLC 7-30-07 AIRPORT BLVD 7-31-07 SANDFORD, FL 7-31-07 DESIGN ENTERPRISES PLANS FOR APPROVAL NOT FOR CONSTRUCTION DRAWING. NUMBER' 11657001 SED-011 0 fP�C�3'.. • Il: R CLAMP AND WOOD BLOCKING BY OTHERS (SUGGESTED) FASTENER SEQUENCE J1 vi6 WALL FASTENERS 012 X 1 1/4 SELF DRIWNG CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER �. MARK NO. 112X1 1/4 SDHH APPLICATION CLIPS AT OVERHEAD DOORS, WALK DOORS. ETC. MISCELLANEOUS FASTENERS DESCRIPTION 1/8- BLIND RIVET MARK NO. 1/8 RIVET APPUC TION FLASHING LAPS AND FLASHING TO PANEL CONNECTIONS SPECIAL CONDITION FASTENERS DESCRIPTION 012 X 1 1/4 TEK4 SELF DRILLING CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER .. WARK.Na /12X1 V4 SDHHT4 APPLICATION (STEEL THICKNESSES GREATER THAN 12 GA AND UP TO AND INCLUDING 1/4-)FIELD STRUCTURAL ATTACHMENTS DESCRIPTION 112 X 1 1/4 DESCRIPTION 3/16 DIAMETER RIVET WITH WASHER DESCRIPTION SELF DRILLING COLOR MATCHING HEX HEAD MARK NO. SRV-1 112 X 1 1/2 TEX5 FASTENER WITHOUT WASHER MARK NO. 1112X1 1/4 SDHH SELF DRILLING CARBON STEEL HEX HEAD 16 APPLICATION APPLICATION SIDEUGHT SIDELAP CONNECTIONS FASTENER WITHOUT WASHER MARK NO. 112X1 1/2 SDHHTS SHEET TO STRUCTURAL CONNECTIONS (SPECIAL NOSEPIECE REQUIRED) APPLICATION (BASE & GABLE ANGLE, GIRTS, EAVE STRUT% ETC.) (STEEL THICKNESSES GREATER THAN 1/4' TO AN INC AND UP TO AND INCLUDING 1/2') FIELD STRUCTURAL ATTACHMENTS DFSCRIPTON 4 X ] ! DESCRIPTION j1X 7/2 SELF DRILLING COLOR MATCHING HEX HEAD SELF TAPPING CARBON STEEL HEX DESCRIPTION FASTENER WITHOUT WASHER HEAD FASTENER WITHOUT WASHER X 1 1/2 MARK N0. /14%7/8 SDHH MARK N0. /f0X1/2 STHH SELF TAPPING F TAPPING CARBON STEEL HEX HERO APPLr AMON PANEL SIDELAP CONNECTIONS, FLASHING TO APPU[_ATION WNDOW JAMB MUWONS FASTENER WITH WASHER MARK NO. JIOX1 1/2 STHHW PANEL CONNECTIONS AND OTHER SHEET TO APPLICATION SHEET CONNECTIONS PANELS TO WOW STRUCTURE. (1/4- HEX HEAD SOCKET REQUNED) NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16"-HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES WC61 LONGSPAN WALLS AB BUILDING STRUCTURAL LINE (GIRT LINE) 1 17/32" WALL MAIN FASTENER(S) BLOCKING 12X 1 1/4 JJ1 1'-0' O.C. - LLONG SPAN PANEL NEEn�� 5 Ln q MAJOR RIB (OVERLAPPING RIB) DIRE SAFELY PRECAUTION: DO NOT STEP, SIT OR CLIMB ON WALL GIRTS OR SAVE STRUTS. FAILURE TO ADWHERE TO LONG SPAN PANEL RESULT N A SERIOUS INJURY. (TYP. U.N.) B BEARING�1. RIB EQ. 1/B"m HOLE BLANKET INSULATION LONG SPAN III PANEL LAP AND (BY OTHERS) PRE -DRILLED HOLE DETAIL LONG SPAN III PANEL SHOWN, MULTI RIB SIMILAR ARCHITECTURAL III PANEL SHOWN, LONG SPAN III, MULTI -RIB, & ARCHITECTURAL "V" RIB PANELS SIMILAR BUILDING STRUCTURAL LINE (GIRT LINE) 1 /4' 1/2" WALL MAIN FASTENERS) ARCHITECTURAL 12X1 1 4 PANEL i'-O" O.C. BEARING RIB ARCH. PANEL :::, OVERLAPPING (TYP. U.N.) IRIIB EQ-1 EQ. 1/B"6 HOLE ARCHITECTURAL PANEL LAP AND PRE -DRILLED HOLE DETAIL PRE -DRILLING OVERLAPPING RIB FOR STITCH SCREWS AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. NOTE! TO AVOID DIMPLING DO NOT OVER TORQUE SCREWS. ILDING STRUCTURAL (UNE (GIRT LINE) 1/2" EVRCHITECTURAL RIB PANEL WALL MAIN FASTENER(S) $12X1 1/4 1'-0" O.C. ARCH. V" RIB PANEL (TYP. U.N.) BEARING RIB OVERLAPPING RIB EQ>---k--EQ. 1/B"0 HOLE ARCHITECTURAL V RIB PANEL LAP AND PRE -DRILLED HOLE DETAIL PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03/AA, - INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING PROGRESSES ALONG THE WALL INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STRUCTURAL OR GIRT UNE AS SHOWN. IT IS EXTREMELY IMPORTANT THAT THE FIRST WALL PANEL BE INSTALLED PLUMB. USE A SPIRIT LEVEL OR TRANSIT ON EACH PANEL IT IS RECOMMENDED THAT A SMALL WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE. APPLY THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE. DO NOT ERECT PANEL BY ATTACHING AT BOTH ENDS WORKING TO THE MIDDLE OF THE PANEL. THIS PROCEDURE PROMOTES "OIL CANNING. INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WITH THE FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME MANNER AS THE FIRST PANEL CONTINUE TO SHEET THE WALL USING THIS PROCEDURE. CUT PANELS AT DOORS, WINDOWS, LOUVERS AND OTHER WALL OPENINGS AS REQUIRED. SHEETING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF THE PREVAILING VIEW, THE OVERLAP LINE AT THE SIDELAP OF EVERY PANEL WILL BE LESS VISIBLE. THE SAME PRINCIPLE CAN BE APPUED WHERE HEAVY PREVAIUNG WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. WALL PANEL INSTALLATION I WC64 LONG SPAN III, ARCHITECTURAL III, ARCHITECTURAL "V" RIB, OR MULTI -RIB WALL PANELS I AB PLANS FOR APPROVAL NOT FOR rON9TRurT1nN 40. REVISIONS MADE CK D I DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES AME?�� RICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [•) FOR APPROVAL [ J FOR PERMIT ONLY [ ] FOR PRELIMINARY oRawN BY: TJ 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPO BY; JLW 7-31-07 DRAWING. NUMBER' 11657001 SED-012 REV.NO. 0 CAD BY: TJ 07/30/07 14:24:09 Ver. 29.1 ROOF MAIN FASTENER(S) (B 1 PER CUTTER CUP GUTTER CUP COVER TRIM TCGC SEE CHART BELOW (REQUIRED AT PAINTED TAPE MASTIC ROOFS ONLY) (PLACE UNDER CUP) - 314 TM -' ---- ; 3 LENGTH_ GUTTER CLIP CGB_ ---- 3'-0" O.C. ____ I ' ROOF PANEL ROOF FASTENER(S)(A) I - 1 PER GUTTER CCLIP SEE CHART BELOW I EAVE SUPPORT TRIM CUTTER ALIGN WITH FACE TGT1 I OF WALL PANEL CUTTERCCLIPP I I i OPTIONAL FASTENER (A) 3'-O" O.C. I I - MUST BE i I PRE —INSTALLED EAVE CLOSURE FLASHING I I WALL PANEL ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (B) LONG SPAN LSP) #14 X 3/4" #12 X 1 1/4" LOC SEAM (LOG) #14 X 1" #14 X 1" STANDING SEAM (52P, 53P) �14 X 1' (%14 X 1" CAULK BOTH SIDES OF CLOSURE NOTE: SEE DETAIL EA268A FOLD INSULATION BACK, IT MUST NOT BE EXPOSED i0 ROOF MAIN FASTENER(S) LONG SPAN PANEL THE WEATHER. EAVE SUPPORT FLASHING 112 X 1 1/4 FSE-1 OR WARN PRECAUTION: - TFSE SHOULD IN THE PRWORKERS THE PROPER ERECDON PROCEDURES N PROCEDURES TAPp MASTIC I 1 2 TM INSIDE CLOSURE FOR ALL JOBS. (TOP do BOTTOM AOU EAVE SUPPORT FLASHING OF CLOSURE) �FSE-1 OR EAVE CLOSURE FLAS TF WALL MAIN FASTENER(S) #12 X 1 1/4 EAVE STRUT 1'—O" O.C. INSULATION - - (BY OTHERS) - - WALL TRIM FASTENER(S) STRUCTURAL FASTENER(S) #12 X 1 1/4 #14 X 3/4 1'-0" O.C. 1 —O" O.C. WALL PANEL —,OUTSIDE CLOSURE NOTE: HORIZONTAL LEG OF FLANGE BACK GUTTER (WHEN REQUIRED) IS INSTALLED BETWEEN THE MASTIC AND EAVE CLOSURE FLASHING. STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EA01 INSIDE CLOSURE CAULKING DETAIL EA01 SECTION AT EAVE WITH SHEETED SIDEWALL EA04 AA LONG SPAN III ROOF PANEL BA LONG SPAN ROOF / ARCHITECTURAL OR LONG SPAN WALLS BB ROOF PANEL FAVE CLOSURE FL r WALL STEP 1. SEE INSTRUCTION NO 5 SEE NOTE SULATION SULATION STEP 2. SEE INSTRUCTION NO 5 SEE NOTE WALL FASTENEF /12X1 1/4 SDHCV 1'-0" ox NOTE: SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. STEP 3. SEE INSTRUCTION NO, 6 SEE NOTE INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 3. PLACE THE EAVE SUPPORT FLASHING ON THE EAVE STRUT, LEAVING AN 1 1/2" OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INSIDE OF THE EAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2" OPENING WILL ACCOMMODATE THE ARCHITECTURAL III, ARCHITECTURAL 'V" RIB OR LONG SPAN III WALL PANELS. AN OPENING OF 3 1/8" MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE EAVE SUPPORT FLASHING WITH J12 X 1 1/4' SELF DRILL FASTENERS LOCATED 1'-0" O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE EAVE SUPPORT FLASHING. INSTALL EAVE CLOSURE FLASHING (TFEC-) PRIOR TO INSTALLING ROOF PANELS. EAVE CLOSURE FLASHING IS HELD IN PLACE BY ROOF FASTENERS AT EAVE. 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND EAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA11 AA STRUCTURAL FASTENER #12X1 1/4 SDHH V-0" O.C. EAVE SUPPORT FLASHING ATTACHMENT EA10 ARCHITECTURAL III, ARCHITECTURAL 'V" RIB OR LONG SPAN 111 WALL PANELS AA ALL ROOF PANELS SEAL WALL PANEL SIDELAPS WITH 1/2- TAPE MASTIC DURING INSTALLATION. START MASTIC AT CLOSURE AND CONTINUE UP SIDELAP 36". STITCH SCREWS 6' O.C. FOR 36" STOP INSULATION ABOVE CLOSURE AOU / LOAI INSIDE CLOSURE WITH 1/2" TAPE .. WALL MAIN FASTENERS) MASTIC APPLIED TO BOTH SIDES. gg12 X 1 1/4 CAULK JOINTS (SEE EAO1BA) 1'-0" O.C. ROOF TO WALL FLASHING FRW-_ STRUCTURAL FASTENERS [E12 X 1 1/4 1'-0" O.C. ROOF TRIM FASTENERS) 1" MIN. i14 X 3/4 GIRT 1 -0" O.C. GABLE ANGLE CA-4 LONG SPAN III PANEL WALL MAIN FASTEN //12 X 1 1/4 OUTSIDE CLOSURE 1'-0" O.C. LOAI � INSIDE TAPE MASTIC 3 1 2 AOLI / LOAI 1/2 TAM IF REOD (CONTINUOUS OP k ER(S) RE BOTTOM OF CLOSURE) WALL PANEL NOTE: SEE DETAIL RC35BA ROOF TO WALL TRANSITION AT HIGHSIDE EA11 LONG SPAN III ROOF / ARCHITECTURAL III OR LONG SPAN III WALLS BB , is V1 WING ODUTAMIAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES [ ] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: Ti 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 CAD BY: TJ 07/30/07 14:24:09 Ver. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION AMERICAN BUILDINGS COMPANY DRAWING. RLlT.NO. NUMBER' 11657001. SED-013 0 i IA, SAFETY PRECAUTION: NOTE: 'INSIDE CLOSURE SAFETY PRECAUTION: USE OSHA APPROVED TIE oFFs, NETTRIG TAPE MASTIC ((CONTINUOUS AT PANEL SIDELAPS ) NOTE: REVIEW EAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE WORKERS SHOULD BE TRAINED IN TIff PROPER ERECTION PROCEDURES FOR ALL INSULATION INSULATION IS TO BE FOLDED (BY OTHERS) _ NOT BACK AT TAPE MASTIC (CONTINUOUS OR RULAIC WHEN WOkR�G DN ROOF ARFAS 1 2 TM / ROOF FASTENER S ( ) 1/2• USED AS THIS OPTION CHANGES THE JOBS. NSULAT ONEAVE-DO TOOBE 1UNZERINEATH CINSULATION /(BY OTHERS) LOCATION OF THE MASTIC. EXPOSED TO THE WEATHER. PANEL MAJOR RIB 41 _ TAPE MASTIC _ _ _ _ - EAVE SUPPORT FLA- INSULATION - - (BEARING RIB) SCONTINUOUS ALONG LOP OF CLOSURE) I I BY OTHERS ( ) \ LONG SPAN I /2 SAFELY PRECAUTIDN DO NOT STEP ON PANEL NEAR FAVE CLOSURE FLASHI PANEL 11 THE EAVE UNTIL FULLY SECURED /2 WITHFASTENERS. INSIDE CLOSURE I I JG \\ \ WALL PANEL (TAPE MASTIC CLOSURE) US UNDERNEATH,_ I WALL TRIM FASTENERSSTRUCTURAL FASTENERS) 21/1' MASTIC EXTENSION LONG SPAN PANEL ... I SAVE SUPPORT g FLASHING EAVE SUPPORT EAVE CLOSURE FLASHING FLASHING INSIDE CLOSURE WALL PANEL WALL MAIN FASTENERS) EAVE STRUT SAVE CLOSURE FLASHING ROOF MAIN FASTENER(S) TAPE MASTIC WALL PANEL ARCH. WALL PANEL OUTSIDE CLOSURE M6) PER PANEL SHOWN, OTHERS __ EAVE STRUT TAPE MASTIC (CONTINOUS TOP X1 1/4 SIMILAR PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING AND UNDERNEATH INSIDE CLOSURE) EAVE CLOSURE FLASHING WALL FASTENER SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF 1/2 TM EAVE SUPPORT 1/2" X 1/8- TAPE MASTIC DOWN THE EAVES AND ALONG TOP OF CLOSURE AS SHOWN ABOVE. MASTIC LOCATION AT THE SAVE IS CRITICAL. TO INSURE A FLASHING LEAVE THE PAPER BACKING ON THE TAPE ALONG THE TOP OF THE CLOSURE UNTIL THE ROOF WEATHER TIGHT SEAL, THE SIDELAP MASTIC MUST EXTEND NOTE: INSIDE CLOSURES EAVE STRUT PANEL IS READY TO BE SECURED. OUTSIDE CLOSURE DOWN FROM THE TOP OF THE RIB TO THE MASTIC ON OMITTED FOR CLARITY. THE EAVE CLOSURE. THE MASTIC EXTENSION MUST SPLICE SAVE STRUT FASTENER INSTALLATION AT EAVE EA26 OUTSIDE CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE _ EA28 LONG SPAN ROOFS BA EAVE MASTIC DETAIL AT INTO THE EAVE MASTIC. PANEL_SIDELAPEA29 LONG SPAN ROOF BA LONG SPAN ROOFS BA GUTTER TGT1 ROOF TO WALLFLASHING FRW—_ ROOF TRIM FASTENER(S) J14 X — SDRF NOTES' 1. ALL ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASTIC AND REINFORCED USING BACKUP FLASHING FEB-- (SEE DETAIL RC35AAA). I 1/4'0 BUTYL CAULK II I 2. ALL FLASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL ONE INCH. ® • LAO SSCK-1 . ,� I I I BE I I I y i I EXPANSION BACK—UP FLASHING FEB-0.3 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE. WITH #14 1 /4'0 BUM CAULK I 1/8- BLIND RIVET i i I 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; FLASHINGS THAT ARE III �`` `I SSCK-1 EXPOSED TO ROOF CONDITIONS, USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL I�✓FjII ���.� OTHER CONDITIONS USE VB INCH BLIND RIVETS THREE INCHES ON CENTER. I ROOF TRIM FASTENER(S) I �`� I I IL,h I`• -I J14X_SDRF II III 1/8- BLIND RIVET EXPANSION BACK—UP FLASHING .� I I `` 1/8 BLIND RIVET FEB-0.6 `L.� I I MASTIC JOIN T I I *PIGTAIL" MASTIC TO JOIN :-:a._.``. ROOF TO WALL FLASHING IN CONTINUOUS SEALING CONTINU RUN OF MASTIC UNDER j/� CONTINUOUS SEALING RUN OF TRW-15.2 ROOF TO WALL FLASHING N iT4"0 URETHANE CAULK � MASTIC UNDER ROOF TO WALL FLASHING UUU G S TAPE MASTIC TAPE MASTIC ROOF TO WALL FLASHING 3/4 TM FL04 UNIVERSAL ROOF TO WALL FLASHING 3/4 TM FLASHING LAP GENERAL NOTES FLO6 STANDARD GUTTER FL09 AT HIGHSIDE CONDITION AA AT RAKE CONDITION AA LONG SPAN, STANDING SEAM & LOC SEAM AA LONG SPAN, STANDING SEAM & LOC SEAM AA sAFErr PRECAUTION: BEERECTION FASTENER AND WASHERWORK OR OTHER MEANS (BY OTHERS) NOTE :FULLY SEATED PANEL THE PROPERHOULD PTRAINED RES FOR ALL goes• MAY BE USED TO ATTACH JOINT MAINTAIN 1/16- MAXIMUM INSULATION (BEFORE EAVE CLOSURE GAPBETWEENPANELS - FLASHING IS ATTACHED) NOTE: ROOF PANEL FOLD INSULATION BACK ONTO -------------- ITSELF FOR COMPRESSION PURUN F----- - ----- BETWEEN EAVE STRUT AND FASTENER(S) i - ROOF PANEL IT MUST NOT BE - #12STRUCTURAL XPUR i---------------- -_-___-_ - EXPOSED TO THE WEATHER. (1) PER IN INSULATION I EAVE CLOSURE FLASHING ------------�-- ---- TFEC_ I i -- PURLIN DOUBLE SIDED TAPE (BY OTHERS) I TO BE USED TO SECURE INSULATION. FLASHING EAVE SUPPORT i STRUCTURAL FASTENER(S) FDH4-LENGTH FLASHING I #12X1 1/4 FSE-1 OR TFSE i WALL PANEL i EAVE STRUT (1) PER PURUN SOFFIT LINERV BLIND RIVET HEM FLASHING PANEL 1/8 RIVET HF3A-LENGTH _ - OR� I TRIM INSULATION AND SOFFIT LINER PANEL 1/i6' MAX. 2-0" O.C. FLASHING TURN VINYL BACK. INSULATION MUST NOT BE EXPOSED TO WEATHER. FIELD CUT AND TRIM SOFFIT PANELS AS REQUIRED SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 SOFFIT LINER PANEL_ JOINT LP86A DETAIL AT PANEL CUT EDGE FlEm PLANS FOR APPROVAL AA SOFFIT LINER PANELS JA SOFFIT LINER PANELS JA NOT FOR CONSTRUCTION NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD. FL DESIGN ENTERPRISES , AMERICAN BUILDINGS COMPANY (] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ ]FOR PRELIMINARY DRAWN BY: TJ 7-30-07 ' CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING, NUMBER 1 1657001 SED—014 REV.NO. -. 0 14:24:12 - Ver. 29.1 - - - CAD BY: TJ 07/30/07 ROOF MAIN FASTENER(S) ROOF STITCH FASTENER(S) #12 X 1 1/4 ROOF PANEL V14 X D.C.V-0" O.C. SEE DETAIL "A" 1'-6' .C. (SEE NOTE) PURLIN PURLIN PURLIN MAJOR RIB TYPICAL FASTENER LAYOUT AT INTERMEDIATE PURLINS STRUCTURAL PANEL CUT EDGE LP87 FASTENER ¢EE DETAIL LP86AJA JA ROOF STITCH FASTENER(S) 3/4 MASTIC #12X1 1/4 _ V-6" O.C. (SEE XNOTE) 1/2 TM (1) PER PURLIN \ \ NOTE: 1 LOCATE 0'-6" O.C. FOR FIRST 1 I 5'-0" FROM EAVE FOR ICE AND DETAIL 'A SNOW CONDITIONS. ' (TYP. AT SIDELAPS) STRUCTURAL) SOFFIT LINER FEMALE LEG SOFFIT LINER SOFFIT LINER \ PANEL PANEL FASTENER PANEL 12X1 1 4 #1ROOF M1 IN � FASTENER(S) ROOF PANEL (1) PER PURLIN ) STEP 3 EACH SIDE OF MAJOR RIB SEE DETAIL "A" STEP 1 STEP 2 REPEAT STEPS 1 AND 2 MAJOR RIB ATTACH FIRST PANEL TO PURLIN INSTALL NEXT PANEL MALE LEG AS SHOWN AS REQUIRED TYPICAL FASTENER LAYOUT AT EAVE ENDLAPS AND RIDGE SOFFIT LINER PANEL INSTALLATION LP86 FASTENER LAYOUT RC05 SOFFIT LINER PANELS JA LONG SPAN ROOF BA T 4" ROOF STITCH FASTENER(S)­, SIDELAPS SEAL WALL PANEL SIDELAPS WITH J12 X 1 1/4 #14 X 3/ (TYP. AT PANEL SIDELAP� ROOF MAIN FASTENER 1" V-6' O.C. 1/2' TAPE MASTIC DURING i INSTALLTION. START MASTIC AT ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN CLOSURE AND CONTINUE UP SIDELAP UPPER PANEL i WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. WALL PANEL 36". STITCH SCREWS 6' O.C. FOR 36" INSIDE CLOSURE ROOF MAIN FASTENER(S)' ' PANEL RUNS EXCEEDING 45 FEET LENGTH MUST BE MADE WITH TWO OR MORE PANELS. INSTALL A CONTINUOUS RUN OF MASTIC ALONG THE LENGTH OF THE ROOF WHERE THE PANEL AOLI/LOAI TAPE MASTIC #12 X 1 1/4 ' i ENDLAPS OCCUR AND ALSO ALONG THE LENGTH OF THE PANELS WHERE ALL SIDELAPS OCCUR WITH 1/2' TAPE MASTIC APPLIED TO 1/2 TM I AS SHOWN IN THE DETAIL AT LEFT. SECURE THE ENDLAPS WITH #12X1 1/4 ROOF FASTENERS BOTH SIDES OF CLOSURE I I + I AND THE PANEL SIDELAPS WITH 114 STITCH ROOF FASTENERS. WALL MAIN FASTENER(S) I I 112X1 1/4 AUXILIARY RAKE FLASHING I + 1 -0" O.C. LARF-1 DO NOT FASTEN - THROUGH ROOF TO TAPE MASTIC WALL FLASHING ROOF MAIN FASTENER(S) I 1/2 TM #12X7 1/4 (CONTINUOUS ALONG + I 1'6" O.C. P ELS AT SIDELAPS) TAPE MASTIC , GABLE ANGLE DO NOT ATTACH TO PURLINS + 1/2 TM GA-5 ROOF TO WALL FLASHING LOWER PANEL CONTINUOUS ALONG SAFElY PRECAUTION DO NOT ATTACH TRW-15.2 ANELS AT SIDELAPS) TO PURLINS PURLIN SHOWN, i S0 NOT STEP ON S OF PANEL ALWAYS STEP ON FIAT ROOF MAIN FASTENER(S) BAR JOIST SIMILAR i LONG SPAN PANEL NTM MANE T STEP ON PANELS UNTIL FULLY SECURED #12X1 1/4 6 O.C. FIELD TRIM ROOF DO NOT ATTACH TO PURLINS FULLY or CUR STEPo WITH FAS uNTa - I FULLY SECURED WITH FASTENERS. PANEL AND BEND UP TAPE MASTIC (CONTINUOUS) IF REQUIRED 3" 1/2 TM ( PURLIN ROOF PANEL ENDLAP RC06 EAVE� - 1APE /'2 TMASTIG PANEL LAP DETAIL RC07 LONG SPAN III/MULTI—RIB BA (CONTINUOUS ALONG LONG SPAN ROOF BA PANELS AT SIDELAPS) MINI CLIP ROOF MAIN FASTENER(S) ROOF TRIM FASTENFR(S) MC-3 ROOF STITCH FASTENER(S) k14X_ SDRF (1) PER PURLIN (TYP. AT PANEL SIDELAPS) 3 O.C. �I STRUCTURAL FASENER(S) II i #12X1 1/4 8' MINIMUM TAPE MASTIC (2) PER MC-3 CRITICAL" LONG SPAN PANEL I �i PIECER 'BODE FLASHING 3/4 TM TO PURLIN � LONG SPAN PANEL ROOF MAIN FASTENER(S) I LOWER ROOF FLASHING TAPE MASTIC (CONT.) PIECE A RAKE SUPPORT ANGLE I� 1/2 TM ' RSA-1 i ROOF MAIN FASTENER(S) I I BACKUP FLASHING NOT FEB-- : I I II 1' 1. FIELD NOTCH AND BEND ROOF TO WALL FLASHING TO CREATE ENDCAP._y- 2. WALLl INSULATION SHOULD STOP ABOVE TRW-15.2 iI 2 PURLIN it LONG SPAN PANEL HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE "B" OVER - TAPE MASTIC (CONT.) PIECE "A'. PRE -DRILL THE REQUIRED NUMBER OF 1/4"0 HOLES THROUGH BOTH PIECES OF 1/2 TM _ ROOF FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'B BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE 'A" AS SHOWN. LAP PIECE "B" OVER PIECE "A" BEING ,6 CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. ROOF TO WALL TRANSITION RA30 MASTIC DETAIL AT PANEL ENDLAPS AND SIDELAPS RC08_ SECTION THROUGH ROOF FLASHING LAP RC35A_ LONG SPAN ROOF BA AA PLANS FOR APPROVAL ARCHITECTURAL III OR LONG SPAN III WALL PANELS /LONG SPAN III ROOF PANELS BB NOT FOR CONSTRUCTION NO. REVISIONS - MADE CK D DATE ENGR DATE N0. - - RE171SIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: Ti 7-30-07 AIRPORT BLVD (•] FOR APPROVAL ?�� FOR PERMIT ONLY CHECKED BY: JLW 7-31-07 SANDFORD. FL AMERICAN BUILDINGS COMPANY [ ][ ] FOR PRELIMINARY DESIGN APPO BY: REV.NO. JLW 7-31-07 DESIGN ENTERPRISES DRAWING. 11657001 SED-015 14:24:16 Ver. 29.1 NUMBER 0 ROOF FASTENERS SPECIAL CONDITION FASTENERS rM OFSCRIPTION OESCRIPTION DFSCRIPTIDN THE LONG SPAN ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING 112 X 1 1/4 /12 X 1 1/4 012 X 1 1/4 CAN BE SHEETED SIMULTANEOUSLY. IF THE ROOF OF THE BUILDING IS SYMMETRICAL ABOUT THE ' PREMIUM SELF DRILLING HEX HEAD STANDARD SELF DRILLING HEX WASHER HEAD SELF DRILLING CARBON STEEL HEX HEAD RIDGE, THE SHEETING CAN BEGIN AT EITHER ENDWALL HOWEVER, IF THE BUILDING IS NOT FASTENER WITH WASHER FASTENER WITH WASHER FASTENER WITHOUT WASHER SYMMETRICAL ABOUT THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE SAVE TO EAVE, 0 MARK NO. 112X7 1/4 SORF MARK NO. /12XI 1/4 SDHKW MARK NO, 112XI 1/4 SDHH THE SHEETING MUST BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. V-0. � } APPLICATION APPI MATION -. _ APPLICATION - - EAVE AND PURLIN AND DIE -FORMED EAVE AND PURUN AND DIE -FORMED GABLE ANGLE ATTACHMENT TO PURLIN% RIDGE CONNECTIONS AND EXPOSED SHEET TRIDGE CONNECTIONS AND EXPOSED SHEET ICE & SNOW EAVE FLSC. ATTACHMENT.T SIDEWALL ROOF TRIM FASTENER(S) TO STRUCTURAL CONNECTIONS TO STRUCTURAL. CONNECTIONS. #14 X 3/4 _ ALUMINUM -ZINC ALLOY -COATED ROOFS AND ALUMINUM -ZINC ALLOY -COATED ROOFS ONLY. DESCRIPTION PRE-FINISHED ROOFS. #12 X 1 1/4 TEK4 SELF DRILLING CARBON STEEL HEX HEAD EAVE PANELS '� DESGRIPTDN OFSCRIPTION FASTENER WITHOUT WASHER RIDGE FLASHING OR I I _ - J14 STITCH /u snrc/1 MARK NO. /12X1 1/4 SDHHT4 INTERMEDIATE PANELS / HLONG SPAN oursloE CLOSURE CHSIDE EAVE FLASHING PREMIUM SELF DRILLING HEX HEAD STANDARD SELF DRILLING HEX WASHER MEAD APPLICATION SHEETING DIRECTION I FASTENER WITH WASHER FASTENER WITH WASHER (STEEL. THICKNESSES GREATER THAN 12 GA. LON MARK NO. 1103/4 SDRF MARK NO. /14X3/4 SDHHW AND UP TO AND INCLUDING 1/47 TAPE MASTIC (CONT.) APPLICATION APPLICATION GABLE ANGLE ATTACHMENT TO BAR JOISTS. RIDGE PANELS 1/2 TM (I/e'r PILor & 1/4'r (1/8'0 PILOT & 1/4'0 1( CLEARANCE HOLE REQUIRED) TCLEARANCE HOLE REOUIRM) DESCRIPRON qOF RIDGE'? `,µ - - - _ r - - '/ PANEL SIOELAP CONNECTIONS, Fl.ASHINC PANEL SIOFIAP CONNECOONS, MSHING '12 X 1 1/2 TEKS 1/ TO PANEL CONNECTIONS AND OTHER EXPOSED TO PANEL CONNECTIONS ANO OTHER EXPOSED SELF DRILLING CARBON STEEL HEX NERD _ _ _ _ _ _ _ _ _ _ _ SHEET TO SHEET CONNECTIONS SHEET TO SHEET CONNECTIONS. FASTENER WITHOUT WASHER ENDWALL ALUMINUM -ZINC ALLOY -COATED ROOFS AND ALUMINUM -ZINC ALLOY -COATED ROOFS ONLY MARK NO. /12XI 1/2 SDHHT5 RIDGE PANELS I 1 ` PANEL CLOSURE I I / ALL PRE -FINISHED ROOFS. MPLICATION MISCELLANEOUS FASTENERS (STEEL THICKNESSES GREATER THAN 1/4- AND UP TO AND INCLUDING 1/27 TAPE MASTIC CABLE ANGLE ATTACHMENT TO BAR JOISTS. INTERMEDIATE PANELS I I oEscRlPnoN I (C/ONTINUOUS ALONG 1TM DIAMETER RIVET (CO1 I nESCRIP/8TIO BLIND RIVET- oFSCRI3/16PTIO WITH WASHER EAVE PANELS AARK5 NO. RIVET MARK NO. SR/-11 110 X 1 1/2 PANEL CONFIGURATION) SSE FTAPPIER NGCARSTEM HEX HEAD APPLICATION APPLICATION MARK N0. WITH WASHER 1 2 GTi$IW FLASHING LAPS AND FLASHING LONG SPAN SKYLIGHT TO SKYLIGHT SIDELAP / TO PANEL CONNECTIONS. CONNECTION. APPLICATION SIDEWALL LONG SPAN ROOF PANEL (SPECIAL NOSEPIECE REQUIRED) PANELS TO WOOD STRUCTURE. I SPAN I(' N IDF OS R (1/a' HEX MEAD SOCKET REQUIRED) N Aou NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 BASIC PARTS AND PIECES RC61 DIRECTION OF ROOF PANEL ERECTION RC64 LONG SPAN ROOF BA LONG SPAN ROOF BA LONG SPAN ROOFS BA LONG SPAN PANEL OVERLAPPING RIB OUTSIDE (THIS RIB OVERLAPS PRECEEDING PANEL) -----"` i � ------J `�'- BEARING LEG BEARING LEG (BEARING LEG GIVES SUPPORT TO SIDELAP) DETAIL `ADETAIL '13 SIDELAP DETAIL SAFETY PRECAUTION; I SAFETY PRECAUTION: DO NOT STEP ON RIB OF DO NOT STEP ON PANELS PANEL ALWAYS STEP ON UNTIL FULLY SECURED WITH FLAT SURFACE. FASTENERS. LONG SPAN PANEL IDENTIFICATION MARK NUMBER EXAMPLE L31P 2244 - a3O.O IN LENGTH 24 CA 24 CAGE (22, 24, 26, & 29 GAGE AVAILABLE) LONG SPAN ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT, HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER THE BEARING RIB. PANEL MARKING AND SIDELAP DETAILS RC63 LONG SPAN BB SAFETY PRECAUTION: USE OSHA APPROVED TIE OFFS, METING OR RAILING WHEN WORKING ON ROOF AREAS. LONG SPAN PANE TAPE MASTIC (CONTINUOUS AT RIB OF SIDELAP AND ACROSS PANEL WIDTH TO BE BACKLAPPED) 1/2 TM EAVE FLASHING TAPE MASTIC (TOP & BOTTOM OF CLOSURE) 1/2 TM CLOSURE BACKLAPPING THE PANELS IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING LENGTH. THIS IS DONE WITH THE LAST ROOF PANEL INSTALLED. THE PANEL MAY BE BACKLAPPED 1' OR 2' AS REQUIRED TO COMPLETE PANEL COVERAGE. WHEN BACKLAPPING PANELS, MASTIC MUST BE APPLIED BETWEEN THE TWO PANELS AT THE EAVE AND AT PANEL ENDLAPS AS SHOWN ABOVE PANEL BACKLAPPING RC75 LONG SPAN ROOFS BA ERECTION NOTES: 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE. 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ERECTION NOTES RC91 LONG SPAN BA PLANS FOR APPROVAL NOT FOR CONSTRUCTION mAUT: I UK U I UAIL GNUK I UAIL NU.1 KLVU:,IUNb MAUL L:K U I LA41L LNGK I UA1t UKAWINLi JUtlMIIIAL STATUS SCALE: NONE - DATE BRIO BUSINESS CENTER LLC AIRPORT BLVD SANDFORD, FL DESIGN ENTERPRISES AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION (•J FOR APPROVAL [ F?� OR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: TJ 7-30-07 CHECKED BY: JLW 7-31-07 DESIGN APPD BY: JLW 7-31-07 DRAWING: NUMBER' 11657001 SED-016 REV.NO. 0 CAD BY: TJ 07/30/07 14:24:20 Ver. 29.1 ROOF PANEL BUNDLE SPREADER BAR (LOCATE OVER RIGID FRAME) SAFETY PRECAUTION: — STAY WELL IN THE CLEAR OF LOADS BEING MDVEO BY ANY TYPE LIFTING DEVICE. BE SURE TO KEEP HANDS AND FEET CLEAR OF MOVING LOADS. DETAIL "A" RIGID FRAME � PURLINS BLOCKING (TO PREVENT PURLINS PACKAGE FROM ROLLING OVER UNDER WEIGHT OF PANEL PACKAGE.) PURLIN - - DETAIL "A" - . � RAFTER TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURLINS FROM ROLLING OVER. DO NOT SLIDE BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. PANES LESS THAN 20'IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKLIFT; HOWEVER WHEN LIFTING PANES IN EXCESS OF 20' IT IS RECOMMENDED THAT A SPREADER BAR AND SLINGS BE USED. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION PROCEDURE. PANEL STORAGE ON ROOF RC54 AA AMERICAN ROOF AND WALL PANELS AMERICAPROVIDE N'S ROOF EXCELLENTND WALL PANELS SERVICE UNDER WIDELYDING VAR EDLOR CONDIITIONS. ALLMINUM COATED UNLOAD UNLOADING AND ERECTION IZED, RECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANES ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. UNDER NO CIRCUMSTANCES SHOULD PANES BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. ALL METAL PANES ARE SUBJECT TO SOME DEGREE TO LOCAUZED DISCOLORATION OR STAIN WHEN WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS OFTEN CALLED WET STORAGE STAIN. THE STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE F THE PANELS CONTACT WITH SURFACE OF THE PANELSS LONG AS IT IS NOT AN REMAIND TO HPANELS. EXTENDEDPERIOD CAN SEVERELMOISTURE ATTACK N THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE, IT IS IMPERATIVE THAT ALL PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY THE PANES AT ONCE AND STORE IN A DRY, WARM PLACE, IF POSSIBLE. WHEN HANDLING OR UNCRATING THE PANES. LIFT, RATHER THAN SLIDE, THEM APART. BURRING EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDLING OF PANES IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING SURFACE. WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES RC95_ AA STATUS (] FOR CONSTRUCTION [•] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY CAD BY: I TJ SCALE: I NONE DATE IBRIO BUSINESS CENTER LLC DRAWN BY: TJ 7-30-07 AIRPORT BLVD CHECKED BY: JLW 7-31-07 SANDFORD, FL DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES 07/30/07 14:24:23 Ver. 29.1 _ PLANS FOR APPROVAL NOT FOR CONSTRUCTION DRAWING. NUMBER' 1657001 SED-018 0 NOTE: FOR COMPLETE ROOF PANEL ATTACHMENT SEE SPECIFIC ROOF PANEL DRAWINGS. STRUCTURAL FASTENER S) ( SOFFIT SUPPORT ANGLE FL22A--LENGTH SEE APPROPRIATE - - - -J12X1 1/4 - - -- EAVE DETAIL 1'-0 O.C. ROOF PANEL PURLIN EAVE SUPPORT 12----------------'------'3 %� --- ----------- FSE-11NOR VARIES _ ----'--- --------- EAVE CLOSURE FLASHING / — ----------- TFS_E ----- OUTSIDE CLOSURE TFEC_ _-------------'------ 3 1/8" WALL MAIN FASTENER(S) #12X7 1/4 1'-0" O.C. BLIND RIVET BLIND RIVET—` 1/8 "RIVET 1/8 RIVET 2 —0 O.C. CANOPY STRUT WALL MAIN FASTENER(S) SOFFIT PANEL 1 —0 O.C. O SOFFIT FLASHING) SILL AND JAMB FLASHING72X FSJ1—LENGTH BLIND RIVET 0 C. FL2A--LENGTH 1/8 RIVET SOFFIT FLASHING 1 —0" O.C. FL9A— SAFELY PR ON USE APPROVED PE OFFS, NETRNGS OR RAILS INSIDE CLOSURE EAVE CLOSURE FLASHING TFEC— WALL TRIM FASTENER(S) #14 X 3/4 1'—O' O.C. OUTSIDE CLOSURE AOU/AVPO/LOAI PRIMARY BOLT(S) CANOPY BEAM WALL PANEL WALL TRIM FASTENER(S) k 14 STITCH 1,-0" O.C. SEE ApPROPRIATE ROOF TO WAIL DETAIL WALL MAIN FASTENER(S) #12X1 1/4 1'-0' O.C. -.. ROOF TO WALL FLASHING OUTSIDE AOLI/AVPO/LOOAIRE ROOF STITCH FASTENER(S) WHEN WOR"'"` ON R°oF suRFAccs. SECTION THROUGH CANOPY WITH SOFFIT PANELS _ _CN03 AB BRACKET FLASHING (RIGHT) FCBR—LENGTH BRACKET FLASHING (LEFT) PRIMARY FCBL—LENGTH ` 3/4" A3250LT(S) DETAIL A SEE APPROPRIATE CN08-- DETAIL PER PANEL TYPE EAVE SUPPORT FLASHING —� ROOF PANEL �WALL MAIN FASTENER(S) 1Q X 1 1/4 1 —0" O.C. LONGSPAN WALL .,...�� � MAIN BUILDING EAVE STRUT —BUILDING GIRT LINE I i CANOPY BRACKET SHOP WELDED TO COLUMN SECTION THROUGH CANOPY AT EAVE CN07 AA DETAIL __...D RIVET 1/8 RIVET OUTSIDE CLOSURE WALL FASTENER(S) STRUCTURAL FASTENER(S) 12X1 1/4 V—O" O.C. RAIN BUILDING GIRT ANGLE VALL FASTENER(S) OUTSIDE CLOSURE AOLI/AVPVLOA1 ;TRUCTURAL BOLTS MAIN BUILDING COLUMN BRACKET SHOP WELDED TO COLUMN CANOPY BRACKET �A I SHOP WELDED TO COLUMN —►}� BUILDING GIRT LINE I I CANOPY BEAM - SAFETY PRECAUTION ALWAYS WEAR GLOVES WHEN HANDLING MATERIALS. CANOPY RETAINER FLASHING DETAIL CN10 SECTION THROUGH CANOPY BELOW EAVE OR ON ENDWALLI CN06 FOR LONGSPAN WALL PANEL AB INSIDE CLOSURE AOLI LONGSPAN ROOF PANEL - - EAVE SUPPORT FLASHING I EAVE CLOSURE FLASHING —� TFEC— _ OUTSIDE CLOSURE AOLI/AVPO/LOAI EAVE STRUT WALL PANEL CANOPY OR OVERHANG PURLIN SECTION THROUGH CANOPY OR OVERHANG AT EAVE CN08 LONSPAN OR MULTI RIB ROOF PANELS BA DRAWIN4 'UCMII IAL SCALE: NONE DATE STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: I Ti 7-30-07 AIRPORT BLVD [•] FOR APPROVAL [ ] FOR PERMIT ONY L CHECKED BY: JLW 7-31-07 SANDFORD, FL [ J FOR PRELIMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES CAD BY: Ti 07/30/07 14:24:23 V.,. 29.1 PLANS FOR APPROVAL NOT FOR CONSTRUCTION AMERICAN BUILDINGS COMPANY DRAWING, 11657001 SED-01 g REV.NO. NUMBER' 0 I ENDWALL FACADE ENDWALL FACADE STRUT LINE FASCIA PANEL i i I i i i SIDEWALL FACADE STRUT LINE — {L--_�_____ _______ PANEL f Ff I \ SIDEWALL FACADE FASCIA PANEL ICE OF PANEL RIB ARCHITECTURAL FASCIA I � �ENDWALL FACADE I STRUT LINE i ENDWALL FACADE FASCIA PANEL i SIDEW STRUTALL FACADE LINE L________ SIDEWALL FASCIA PANEL PANE RIB L CL OF PANEL RIB LONGSPAN FASCIA SUGGESTED FASCIA CORNER PANEL STARTING DETAIL FS12 BA PLANS FOR APPROVAL NOT FOR CONSTRUCTION STATUS SCALE: NONE DATE BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: Ti 7-30-07 AIRPORT BLVD iPAMERICAN [•] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY] JLW 7-31-07 SANDFORD, FL BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPO BY:j JLW 7-31-07 DESIGN ENTERPRISES _ DRAWING. REV.N aD �-Tl�11657001 07/30/07 14:24:24 Ver. 29.1 NUMBER � SED-020 0 EAVE STRUT _ 6 STRUCTURAL FASTENERS SAFETY PRECAUTION: SION: _ ( ) DO NOT STEP, TR S. ALUR ON WALL (b) STRUCTURAL FASTENER(S) FOR JAMB CLIP ATTACHMENT TOGIRTSTHIS EAVE-STRUTS. FNWRE TO ADHERE A 12X1 1 4 TO IOU PRECAUTION MAY RESULT W A /J12 X 1 1/4 1/ JAMB _ SERIOUS WJURY. 2 3/4" (e" JAMBS) 2- JAMBS) CLIP 3 3/8" (12' JAMBS) STRUCTURAL FASTENERS CL-3 ) FOR GIRT ATTACHMENT I , RUN GIRT FULL BAY LENGTH AND CL-4 (12" JAMBS) JAMB GIRT TO EAVE STRUT i i ATTACH TO EAVE STRUT BRACKET DUTTON HEAD BOLT #12X1 1/4 IN ORDER TO REINFORCE EAVE Ai EXPOSED HOLE LOCATION STRUT AT FRAMED OPENING. 1/2"0 ANCHOR BOLTS 1'-0" O.C. STAGGERED i i (12" JAMBS ONLY) 1/4- 1" GIRT 4 1/2" i iIT � I (BY OTHERS) JAMB SQUEEZE CLIP - CLIP FRAMED OPENING JAMB CL-7 8" JAMBS) CL-8 9 1/2" JAMBS) ' CL-3 4 1/2" i 0 CL-9 2 PLACED BACK --�-----------]1/4�A125 ' ' TO BACK FOR 12" I I I BASE ANGLE O ) _ FIELD NOTCH o JAMBS I t------- 1/2-0NX 1EAD BOLTS ( ) O oo - '- STRUCTUR I t I 1/2"0 X CLIP CL-3 SECONDARY BOLTS • -- 1/2 X 1 1/4 A325 (4)STRUCTURAL FASTENERS SECONDARY BOLTS I #12X1 1/4 1/2X1 1/4 A325 I i JACLIMB (SQUEEZE CLIP IT IJAMB CL(9 1%2 BJA -8 MBSI WALL PANEL - JAMB CL-9 2 PLACED BAC • BUTTON HEAD BOLTS REQUIRED TO BACK FOR 12" AT STRIP WINDOW FIELD CUT AND FIELD DRILL GIRT AT FIELD LOCATED FRAMED OPENINGS JAMBS) JAMB TO GIRT CONNECTION OF01 JAMB TO EAVE STRUT CONNECTION_ WITH REINFORCING GIRT OF06A JAMB BASE CONNECTION OF11 GIRT TO JAMB CONNECTION 0F16 AA AA AA AA A GIRT DIM "A" - V-4" STD. (MAY VARY) DIM "A" = 406 mm STD._ (MAY VARY) EDGE OF GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS OFO, -- ------------ - SLAB - M CLIP 3 CL-3 i i - - - - - - - - - - - - - - - 1. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND GIRTS AS CL-10 (12" JAMBS) ' ' 2 1/2 oFzt REQUIRED. M STRUCTURAL BOLTS A HEADER I i 1/2 X 1 1/4 A325 1 3/8 DOOR WIDTH 1 3/8 2. MAXIMUM HEIGHT OF DOOR IS 2'-C" LESS THAN EAVE HEIGHT. DOOR WIDTH + 2 3 4- GIRT GIRT ' DOOR HEADER ' 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS, oFta TYPICAL ANCHOR BOLT LAYOUT 4. JAMBS MUST BE LOCATED A MINIMUM OF V-O" FROM CENTER LINE OF COLUMNS. M I I 8 x co _ FIELD CUT GIRTS 2 1 2 = 3 FOR FIELD LOCATED w GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS FRAMED OPENINGS O DOOR JAMB x ' BUTTON HEAD BOLTS Z i i 1/2 X 1 A307 1 FINISH FLOOR BASE ANGLE L ' 1/2 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD BASE ANGLE (VARIES) o FINISH GRADE y,. ;. CUTTING. (VARIES) F6i OF11 I , JAMB _ M M i 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. -------------- ' 1/2"0 ANCHOR BOLTS NOT BY A.B.C.) DOOR WIDTH SECTION "A -A" HEADER TO JAMB CONNECTION OF21 FRAMED OPENING ANCHOR BOLT DETAIL OF61 FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 FRAMED OPENING KEY OFOA SIMILAR AT SILL AAAA AA JAMB TO GIRT CONDITION AA M EKERS SHOULD ALWAYS WEAR ES WHEN HANDLINGFACES WITH SHARP EDGES. OT21 I AB i COVER FLASHING (OPTIONAL) HEAD FLASHING WALL MAIN FASTENERS)) I i JAMB SEE NOTE III12X1 1/d , i HEADER COLD FORMED SHOWN 1 -0" O.C. i COLD FORMED SHOWN STRUCTURAL SIMILAR JAMB FLASHING t i STRUCTURAL SIMILAR = I WALL MAIN FASTENER(S) w 0T26 0T26 OT26 ' ® I 812X1 1/4 x AB AC AV MTflF7Fff U 1'-0" O.C. Z ' JAMB FLASHING w a ' I 0 SILL -- FLASHING (IF REQUIRED) SEE NOTE HEAD FLASHING i COVER FLASHING (OPTIONAL) ' ----- - ----------------------- WALL PANEL ' FINISHED FLOOR JAMB WALL PANELS BELOW SILL LONG SPAN III WALL PANEL SHOWN NOT SHOWN FOR CLARITY MULTI -RIB PANEL SIMILAR OPENING WIDTH I WALL PANEL ' NOTE: FIF-LD SLIT PANELS AND SLIDE HEAD OR SILL FLASHING BEHIND PANELS SECTION AT HEADER AND COVER FLASHING OT21 SECTION AT FRAMED OPENING JAMB OT26 SHEETING AND FLASHING ELEVATION OTOA AB LONG SPAN III OR MULTI -RIB PANEL WALLS AB ARC141TECTURAL III, ARCHITECTURAL 'V" RIB, LONG SPAN III AND MULTI -RIB PANEL WALLS I AB PLANS FOR APPROVAL FNOT FOR CONSTRUCTION N0. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE _ STATUS BRIO BUSINESS CENTER LLC [ ] FOR CONSTRUCTION DRAWN BY: I Ti 7-30-07 AIRPORT BLVD [•] FOR APPROVAL CHECKED BY: JLW 7-31-07 [ ]TOR PERMIT ONLY SANDFORD, FL AMERICAN BUILDINGS COMPANY [ ] FOR PREUMINARY DESIGN APPD BY: JLW 7-31-07 DESIGN ENTERPRISES DRAWING. REV.NO. 11657001 SED-021 CAD BY: TJ 07/30/07 14:24:24 Ver. 29.1 NUMBER � � 0 --� F --, �- Permit #: Project Name: 08-300 1 19,600 sq. ft. shell bldg. Address: 1205 —1249 W. Airport Blvd. Plans Reviewed By: Richard Denman 01/08/08 407-330-5656 The Permilt Is Subject To The Folloeulnv Cc:: per%. THE FOLLOWING ARE PLAN REVIEW COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may be found in the Public Records of this County and there may be additional Permits required from other Governmental entities such as Water Management Districts, State Agencies or Federal Agencies. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. No Stocking or occupancy of these premises is allowed prior to the issuance of a Certificate of 3. Occupancy. 4. Inspection shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 5. Approved Plans and Permit are to be on the job site and protected from the elements for all inspections. 6. Final building inspection will not be given until all final fire inspections are completed. 7. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 8. Permits shall expire if work has not begun within six months of date of issuance. 9. Street address numbers/suite numbers shall be permanently affixed prior to Final Inspection. 10. Certificate of Occupancy will not be issued until all Final Inspections are approved. 11. The 2004 Florida Building Code, Chapter 11-Florida Accessibility Code for Building Construction, is to be complied with. 12. Final Building Inspection will not be given until Final Fire Inspection is completed and approved. 13. All 2004 Florida Building Codes, 2005 N.E.C. & FFP Codes are to be complied with. 14. Maximum Flame Spread Index & Smoke Developed Index of interior finishes shall comply with 2004 Florida Building Code, Section 803. Minimum Critical Radiant Flux of floor coverings shall comply with Section 804. 15. Threshold buildings require a "special inspector" and are to comply with 2004 Florida Building Code Sections 109.3.6 - Threshold Building. 16. The locking devices on all egress doors shall comply with the requirements of 2004 FBC, Chapter 11. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. fa (''"1 PERMIT # z)J--30o DATE; =rr o 0 03 E, tY e -:t-t o r 2114' 41212141 412' 2'4' 412' 2'4' 412' A A A A MARK A 1 REQ'D AS SHOUJN 1 REQ'D OPPOSITE CLASS TYPE. As sHom ARCHITECT'S MARK: N/A DOOR NO: 01 DOOR NO: 01 SYSTEM:TRIFAR 450 — * Lo�- 0' I I I I I I I1111 I I 2'4' 412' 2'4' 412' 2'4' 412' 2'4' 412' A A A A MARK 5 2 REQ'D AS SHOUJN 3 REQ'D OPPOSITE CLASS TYPE:As sNouN ARCHITECT'S MARK: N/A DOOR NO: 01 DOOR NO: 01 SYSTEM:TRIFAB 450 R ry E MIT #� f)(-_3od DATE. l GENERAL. NOTES EXTRU5I0NS 4 FINISHE5 A55 LEGEND TDOOR 5CHEDU!_E RDWARE SCHEDULE ,45TENER SCHEDULE INDEX OF DRAWINGS 1) FRAME LOCATIONS INDICATED IN PERIMETER DETAILS ARE A55UMED TO BE CORRECT FRAMES: CxLI 1/4 CRAP TINTED TEMPERED GLASS DR # SIZE SWING HDWE. GROUP # M2 WOOD SCREW AT WOOD SU55TRATE(S)1 1/2 MIN EMBED A01 COVER SHEET 4 FRAME ELEVATIONS BASED UPON ARCHITECTURAL DRAWINGS. 01 36 X 84 RH (6) 1 j O 1/4' TAPCON ANCHOR AT MASONRY/CONCRETE SUBSTRATE(S) FIELD VERIFY FRAME LOCATIONS RELATIVE KAJNEER TRIFAB VG 450 �L2 1/4' GRAY TINTED ANNEALED GLASS 1 1/4' MIN. EMBED A02 FRAME ELEVATIONS TO INTERIOR/EXTERIOR FINISHES, SLAB/HEADER LOCATIONS, OR COLUMN LOCATIONS. 1 3/4' X 4 1/2 ° FLUSH GLAZE LH C�) 1 CO-g PULL HANDLE 1/4' dta. TEK SCREW At STEEL SU55tR4tE A03 PERIMETER DETAILS 2) FIELD MEASURE/VERIFY ALL ROUGH OPENINGS. 1 CP-11 PUSH BAR 012 SMS SCREW AT LIGHT GAGE METAL SUBSTRATE 3) GLA55 TYPE/ANCHOR TYPE SYMBOLS NOT 1 PR. OFFSET PIVOTS A04 PERIMETER DETAILS INDICATED ON THESE SHEETS ARE NOT USED FOR THIS PROJECT 1 OH EXPOSED CLOSER INSTALL THRESHOLD WITH #12 X 11/2' FHSMS O 4) SHIM/CAULK SPACE INDICATED ON PERIMETER FINAL CYLINDER KEYING BY OTHERS AND CONCRETE PLUGS AT 18' OC AND 3' FROM EACH THRESHOLD END. SET DETAILS IS OPTIMUM, ACTUAL SHIM/CAULK SPACE MAY INCREASE BY 15096 PROVIDED ANCHOR 1 A/R M5-1850 LOCK THRESHOLD IN A FULL BED OF SEALANT EMBED DISTANCE IS MAINTAINED. DOORS- 1 THUMBTURN (1/4' X 1 1/2' TAPCON MAY BE SUBSTITUTED) FOAM BACKER ROD NOT REQUIRED AT JOINTS LESS THAN 1/4' WIDE. 5) ANCHOR TYPE(S) INDICATED ON PERIMETER DETAILS ARE FOR GRAPHICAL PURPOSES ONLY. KAUJNEER SERIES 190 F5TRUCTURAL �NC�IN��R DO NOT SCALE DIAMETER, LENGTH, OR NARROW STILE PENETRATION(S). HEAD STYLE(S) INTERCHANGEABLE (o) SYSTEMS DESIGNED TO MEET: 120mph (3 Sec Gust) BR D ORD T. B OP, P Bldg. Ht. 24' FINISH: FL. LIC. S1299 1=Xposurc B CLEAR ANODIZE A55RE V I AT I ONS (401) 622-2411 Factor 12 FD FRAME DIMENSION INTERIOR ZONE (4) EDGE ZONE (5) UP TO 10sf +21.89/-3022 +2189/-31.19 DLO DAYLIGHT OPENING 10 t0 209F +26b9/-28.98 +26b6/-34.12 29 TO 509f +25.02/-2135 +25.02/-31.45 DO DOOR OPENING OVER 50afq +23.19/-26.11 +23.19/-28.98 RO ROUGH OPENING �) SAORPCHTEACW15 D AA 1NG5 D TED 10/30/01 OPP OPPOSITE ANCHOR TYPE(S) INDICATED ON PERIMETER DETAILS ARE FOR GRAPHICAL PURPOSES ONLY. DO NOT SCALE DIAMETER, LENGTH, OR REVISION I-01/15/01 S) INDICATES WIND LOAD ANCHORS p INDICATES DEAD LOAD ANCHORS EXTRUSIONS: 6063-T5 ALLOY TEMPER SIM SIMILAR FHSMS FLAT HEAD SCREW DOOR SWIN J, 1--I RH 0 INDICATES STEEL WIND LOAD STIFFENER MP MID POINT PENETRATION(S). HEAD STYLE(S) INTERCHANGEABLE INDICATES EXPANSION MULLION � V ca ul ul tu — 9 v HJ � cql to cl) z 7 rz to CO 0 0 Continental Glass Co. 4653 I.R. P cLtm11 Ed. OWN, FL 32811 14071422-9897 14071423-3754tax 204' 41212041 41212141 422' 2'4' 4'2' ® ® A MARK C 1 REQ'D AS SHOWN 1 REQ'D OPPOSITE GLASS TYPE:AS SNauN ARCHITECT'S MARK: N/A DOOR NO: 01 DOOR NO: 01 SYSTEM:TRIFA5 450 =ro� 2 R =rr -r- =ko 214' 4"2'2'4' 4"2'214' 412' 2"4' 412'2'4' 4'2' MARK D 1 REQ'D AS SHOWN 1 REQ'D OPPOSITE GLASS TYPE:AS SNouwN ARCHITECT'S MARK: N/A DOOR NO: 01 DOOR NO: 01 6Y8TEM:TRIFA5 450 2 214' 4121214' I C�L2 CxL2 5 AID3 6 AID3 C�L1 MARK D 2'4' A 412' 2'4' AID3 4020 2'4' 47 214' * 1�- I I I I I I CsL2 i CxL2 � CxL2 � I I I I I I I I I I I AID3 I I I I I AID4 AID4 I A� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 I AID3 I I CxLI i CxLI i CxLI 412'2'4' 402'214' 48212'4' A 1 REQ'D AS SHOWN 1 REQ'D OPPOSITE GLASS TYPE. -AS SNowN ARCHITECT'S MARK: N/A DOOR NO: 01 DOOR NO: 01 5Y5TEM:TRIFA5 450 MPI 1 A04 214' 4'2' 2"4' AID3 4'2.'L22'14'L L4-'22'� 1�t � Ilk Ilkliklik1l, 11, ( � --�'I'I'I 1 CsL2 CxL2 CxL2 CsL2 1 a03 6 aID4 CsL2 6 AID4 GsL2 2141 412' 2"4' AID3 4'2' 2'4' 412• MARK E 4 REQ'D AS SHOWN 0 REQ'D OPPOSITE GLASS TYPE:AS S,-mN ARCHITECT'S MARK: N/A DOOR NO: N/A DOOR NO: N/A 5YSTEM:TRIFA5 450 4'2' 2'4' I I CsL2 � 1 / 4 \ loy -114' a'r•tl O Q m MP Q r �- 1 AID4 OFF. 4'2' CsL2 10 4, _ 0. � V V V V � tt} t s V/ Vtu K �� X Y\ to V to V Ul A O z t— fi tu z Z t Continental Class Co. 4653 L.B. McLeod Rd. CRLANDD, FL.32811 14071422.9897 14071423-3754 fax ELEV. 1/2"=1'-O" DETAILS 1/2 SIZE DATE 12/22/01 JOB # SHEET ACZF -" I I I 1 I Ix WOOD BLOCKING BY OTHERS I I I INTERIOR CAULKING BY OTHERS p SOLID POLYSTYRENE SHIMS AT EACH A" FASTENER LOCATION BY INSTALLER, TYP. � 450-001 O n EXTERIOR PERIMETER CAULKING WITH APPROVED SEALANTS BY O THE INSTALLER, TYPICAL W Q ALUMINUM JAMB BEYOND O n Ait O n C&- ,. ,IT5.11 1 FLUSH GLAZE A03 HEAD eREFERENCE A5-I 2 FLUSH GLAZE Am3 HORZ_ MULLION. REFERENCE 01 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS NEOPRENE SETTING BLOCK(S)AT 1/4 POINTS EACH LITE ALUMINUM JAMB BEYOND 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS ALUMINUM JAMB BEYOND NEOPRENE SETTING BLOCK(S)AT 1/4 POINTS EACH LITE 450-031 EXTRUDED SILL FLASHING SET IN DOUBLE SEALANT BEADS. PROVIDE 400-105 END DAM(S). 450-009 SET FRAME IN 'HEEL' BEAD OF CONTINUOUS SEALANT 0 3 FLUSH Am3 SILL z A5.1 REFERENCE 3 FLUSH GLAZE AID3 SILL z A5.1 �FEI�NGE SEALANT OVER FASTENER HEAD 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS ALUMINUM JAMB BEYOND NEOPRENE SETTING BLOCK(S)AT 1/4 POINTS EACH LITE 450-031 EXTRUDED SILL FLASHING SET IN DOUBLE SEALANT BEADS. PROVIDE 400-105 END DAM(S). SET FRAME IN 'HEEL' BEAD OF CONTINUOUS SEALANT SEALANT OVER FASTENER HEAD O n mm N� 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS 450-022 NEOPRENE SETTING BLOCK(S)AT 1/3 POINTS ACH IT 450-506 450-502 —Ia0 Q DOOR STOP BEYOND ALUMINUM JAMB BEYOND 1/4' GLASS. SEE GLASS LI yrill I I SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS 5 FLUSH GLAZE A03 DOOR HEAD eREFERSHCB 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS ll l0 ALUMINUM JAMB BEYOND DOOR STOP BEYOND AL. THRESHOLD SET IN CAULKING C III N V FLUSH GLAZE Am2 THRESHOLD eREFERENCE O V ul V V V Cn V tu UA 7 tu `u — Ul V � tu C()<z 7 ks) z tu O CC1 —7 n k Continental Glass Co. 4653 L.B. McLeod Rd. ORLANDO, FL. 32811 (4071422-9897 14011423-3154fox ELEV. 1/2"=1'-O" DETAILS 1/2 SIZE DATE 12/22/01 JOB # SHEET A05OF -4 T [ DLO i' [[ FRAME 61M. (FD) ROUGH OPNG. (RO) I FLUSH GLAZE Am4 JAMB eREMRWNCE ALUMINUM SILL BELOW INTERIOR CAULKING BY OTHERS SEE ELEVATIONS FOR REQUIRED LOCATIONS 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS 18' LONG FILLER AT ANCHOR LOCATION, TYPICAL EXTERIOR PERIMETER CAULKING WITH APPROVED SEALANTS BY THE INSTALLER, TYPICAL 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS ALUMINUM SILL BELOW 450-CG-001 DLO 1� DLO 4 FLUSH GLAZE Am4 PERT. MULL ION eFMITR NCE DLO 1. 1j, DLO 5 FLUSH GLAZE AID4 EXP. MULLION ef;MMFMNCE 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS ALUMINUM SILL BELOW 2 FLUSH GLAZE Am4 DOOR JAMB GREPEREMce .ONG FILLER AT ANCHOR ATION, TYPICAL IINUM THRESHOLD BELOW CLASS. SEE GLASS -DULE FOR GLA55 =S AND DESCRIPTIONS 450-CG-001 DLO 1� DLO FLUSH GLAZE Am4 VERT. MULLION ef;VFPiMNCE ALUMINUM SILL BELOW 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS 1/4' GLASS. SEE GLASS SCHEDULE FOR GLASS TYPES AND DESCRIPTIONS ALUMINUM SILL BELOW s FLUSH GLAZE Am4 DOOR JAMB eREI�I�ENCE ALUMINUM THRESHOLD BELOW 1/4' GLASS. SEE GLA55 SCHEDULE FOR GLA55 TYPES AND DESCRIPTIONS a� V N� l� v z 00 V V V 1--- _z N vz I� .O`-ng V V V ca nV V �-u ul K z�tu 0 JU _ Q v lu tvt Oz fitLj tu M z z vtu O CO-1ck v continental Glass Co. 4653 L.B. McLeod Rd. ORLRNBO, FL. 32811 14071422-9897 f4011423-3154fox ELEV. 1 /2"= 11-O" DETAILS 1/2 SIZE DATE 12/22/01 JOB # SHEET i f AO4❑F 4 0 30' 60' 120' 1 inch =60 R Seminole County Approved for construction This approval is subject to specific conformance to the Seminole County Land Development Code and any special requirements of the Board of County Commissioners. It shall be the responsibility of the developer to correct any defects in the plans or the facility as constructed which results in a failure to meet applicable code requirements. Administrative acceptance of the developer's plans does not constitute a waiver of any code requirements nor does it relieve the developer of responsibility to meet those requirements. This specific approval is valid for a period of one year from the date below. Approved. Seminole County Development Review Department r%-4- STREET LIGHT POLES BY PROGRESS ENGERY (TYP) 10' SIDEWALK & TEMP. CONSTRUCTION EASEMENT DEDICATED TO SEMINOLE COUNTY SIDEWALK @ AIRPORT BLVD. BY SEMINOLE CO. �\V ASPHALT PAVEMENT CONCRETE WALK 1 I CONCRETE CURB LIGHT POLE ! PHASifNG P L A SITE DATA: PROPOSED LAND USE: ALL THOSE LAND USES ALLOWED IN GC-2 AND RI-1 ZONING DISTRICTS. NO AUTOMOTIVE LAND USES SHALL BE PERMITTED ON SITE WITH THE EXCEPTION THAT AUTOMOBILE AND TRUCK ACCESSORY SALES AND INSTALLATION (INDOORS ONLYL; MAY BE CONSIDERED IF APPROVED AS A CONDITIONAL USE PROVIDED THERE ARE NO SIGNIFICANT ENVIRONMENTAL RISKS SUCH AS PETROLEUM PRODUCTS DISPOSAL. PROPOSED ZONING: P.D., PLANNED DEVELOPMENT SITE AREA: 311,454 SF = 7.15 AC. BUILDING AREA: 77,580 SF FLOOR AREA RATIO = .25 PAVEMENT AREA = 124,127 SF = 2.85 AC. TOTAL IMPERVIOUS AREA = 201,707 SF = 4.63 AC. = 64.8% TOTAL PERVIOUS AREA (OPEN SPACE) = 109,747 SF = 2.52 AC. = 35.2% SETBACKS: AIRPORT BLVD. 110' • FROM CENTER LINE OF AIRPORT BLVD. 60' FROM R/W OF AIRPORT BLVD. CSX RAILROAD R/W 10' SR 417 10' SOUTHEAST SIDE: 10' NUMBER OF PARKING SPACES ARE PROVIDED PER PD BASED ON THE FOLLOWING ASSUMPTIONS. ACTUAL OCCUPANCY AND PARKING REQUIREMENTS MAY BE DIFFEREN' PARKING REQUIRED: BUILDING AREA: = 77,580 S.F. 50% OFFICE: = 38,790 S.F. 1 SPACE / 200 S.F.: = 194 SPACES 50% WAREHOUSE: = 38,790 S.F. 1 SPACE / 1000 S.F = 39 SPACES TOTAL REQUIRED: = 233 SPACES PARKING PROVIDED: = 242 STANDARD SPAS = 8 HANDICAP SPACE 250 SPACES EXIST. NEI�J SANITARY SEWER: CITY OF SANFORD,, FLORIDA ESTIMATED DEMAND: 15 GPD / 1000 SF = 1157.25 GPD POTABILF WATER: CIT)' OF SANFORD, FLORiDA ESTi!4ATED DEMAND : 1: CPD ELECTRICAL POWER: FLORIDA POWER CORPORATION PER FPC REQUIREMENTS SOLID WASTE: CITY OF SANFORD., FLORIDA POLICE & FIRE: CITY OF SANFORD, FLORIDA METHOD OF FIRE PROTECTION - BUILDING SPRINKLER, FIRE HYDRANT @ MAX. 250' FROM BUILDING. TRAFFIC I►,IPACT: SEMINOLE COUNTY DRIVEWAY CONNECTION PERMIT IS REQUIRED APPROPRIATE PERK,:T AND Ik`?ACT FEE WILL BE OBTAINED AND ___ _ ____ _ r e • n T. nn..ni rru• n. r nn .. .T., _ _. - _ - ' z ' o 00 r- o E �r w Li,) ® ZeAz m z o z �� w � f z gLD I z Qr o z (L J C U z �� 10 o c z w aN �/ �m0,0 � nr c 0= C L •o z_ oUJ Seal: Maiid Kolaohchi F.E. 41046 5/10/04 90% REVIEW 5/24/04 SITE PLAN APPROVAL I 7/14/04 PER CITY OF SANFORD 9/16/04 PER CITY OF SANFORD' 10/15/04 PER SEMINOLE CO. 01 /27/05 PER CITY OF SANFOR,-- Issue Date and Purpose Project Number: 0356 Drawn by: NAME Checked: M. KALAGHCHI 1 r) L (n Nrrn rn2 (AU) �o r Z nv rn C:'Nm Z O W m c7 D ZZ nD (4-, ran v Cm WO M C Cl c o28� V oho` V _ 00 0 * Q _ ^ ` I cOQO W -'oozy VQN v+m= _ O ���� - O�zF, - n . O Dz3 C �D�rn m X Z TT ;0 Z Cn (.4 > 0 pNpvP c q-mm f Tl _..I o o N o Z 00 r7 0 z M M M z0 zn MZ � co co m� M � � < CO� COC <M -I D > M M >_ o r 0 o z z t1-� y I I I M = m = o c (n M m D O = rnZ rrn -- M r < r ^ > = frT1 V 1 < Z O m M rn M M r; M m Z m � M Z M m m o M � rn A � Z � � � CD 0 zco � Z r� O _ C O Z o m D ;0 Z C Tl > -I Z (/) C/) N C7 F-1 N O C C7 -n O co V) r —1 C C D < z r M C (A C O D Z z r O r= �� z d Z O ►� tea-- Z M r- O z z • Z c-� -v z z D cr m O� Z +� r r= m M C/) 0 z (/) C G7 M t� DDD D D D V1 U1 CTt L#4 (# N ;00n W M a3 av av av av av C7 c 000 ov o w (A (J-4 c4 LA (P4 m M -� D D r- x--1 r0 rr-- r- rr- M M O N N N 0 0 Cl) q --I --i M O O O Z Z Z z < Ln Cn (A D D O O Z Z Cn (n R7 r"-x E�-•,,..A� F'-ems 7-7 I:+ rer.aa;,^y `"Arr.. 0 D7 U' r rn to D (n DD � v o o D D (n c o c� cn a (n � cn � D (n a v o r r X � r cn --1 O m 2 Zp2-rn C"01�' Z Dmr 'v (� S- � m rT1 O �- P kFC O-lrnavTr �r �mS DrrrC7 C� p (nC �r ►-/�1 z (n �a 'i\r<o-r=--Dc(n0 np�-i_�--I�m xOrWm PrlCA� Or-�<m C rfTlfir�*trr�--mr<Tt NNE OZOrnO m n��nrn0 r� mom Apr_ ON���- Z pDO�Imz� _..I Wo (o �rn m In(nm-=10 a I*I-N O -C'z'm'x +�- D N c�m� D-I P �m<D N m -IZ(n OZ ZE C mD-' N �- �*trn v2-I-1CN� Om mco=:ir=� z��= vz2(n S 2 CI7POm �Nr < O nZ (n- rn< -.-I ^ Drn �mrnrnz�mo �0v 9MM34> I �DUO)p mrno C-);urnC Qm rnpmCn�-I�r Zm� v�aDmmz C-i0 N r'IZOrn" r n� ��r =O(n Dz mX ��mP rnOP-�0 rN pprZ,IDOrnc012'1 ro*lO Omz�DCtn : z -1 S- c)z rnv v _-I z 'Mo U) -1 �rZ*'Om j0�0 O =CPOM"IOK DOO Zo�D 1[�, mm[jr[jr O�ZNxoDQW �rn Dn�z�Drnm (-:E N oxNO K-pN P(np0(n�zm oW -Gov-'v-�-ivmom >ma m L J Zozo =�r- Mv� �< o�ol�=o�N o�� m�xnm to-0-9 I=rN Oa N� %UG7SCiZ Z�0=1OC-�rl Omz=� Nrn opZmrn v �vrnrz,Im0�0� Z�N oizmz �mrnn z-'OON=rm o� �ozp�o�= �'i �-Oo1T'ov Dp0-n =c aDmvm xrn DrmpM -rl�r,i = <mcc mZrZ*�ra- mcn�Z�� O �O -+�zmc to -IC:m f"-4 S n_ _Z Z N p m () M Zr m r -I -1pD P=�N0 D-I�C C-Im ZDorn�n�0 rorn NZNpC) J r c� to m 0 p�z= rnm 1m 0> Ili Zvr�c--zoo O�� rnopp E� D�po zc zm.�N NS mc+oozzry �v� �m �0 r7C-'C)npvv m� o OD���OOD' a�cn V-q zm C-)---IC�%m =mZ�� Cr p mD0�m n >C v-<0z� �i>1mr'v mO�N(n=.l'-z-Icp cp Prrnrn(ncLr� zrno o nm� rrrl -� oDN�o=tarn (nzo �m�= '*I�m C:) Z. C) S z 20 o Z ��.c..l Z =i m rn N to r rL� V 1 O (0 00 V 91 0 00 V Of CJr A w N C S DG7 Z N Z� MG7 --IN�a mNK_ (n � mC7N--4 OMMZz C')D �Vl� 0nEn --1 Z ;0 C) OpLC ZC7 2 r --o m c)-< p K� m rn-< 2 Irnc� c_ 'o� z== m= = aornOp Orr- O m =o O=m O 'GAO ucivo 6z or*'zo m ov -I or (-)- o-o mr,IWC) D (n -<-rn aim -I�v z o�zin _ oz -*Ivrn(n 0Z m(n C(n M Mm ��� C7 n 7Cz �''�-� -n �r rn�r-1 .�Z �1 Z ---1 �rm znp2 WM =� �ns r■ k rn�Z_"I zn� N0� (nlDz :9rT, D�D�F �m aD�DZ (nZOQOZ rn Om0 rnW� Oo OO O m;0;0 v -p m O T. M-a On-� m�<6 (7 ZX'� (y'�. -1 Zrn p a� r�._.� pmn nv �� m� m °° (7Zrn z m �m [=�0� -ovOrn- -1-I Qrn� ZrnOON-(� �O v(n`- n0 «ter_°- Dp�nF z� vr^ -Z1� ;OQF vo O�m oUWz �WZ O� O =mangy DN c-ln c D m� Z-< �Np (nD ZrT' \ern �Irlm ZOo m(nczl=(-COI.IO D nrr-z rnN�\�< `LC D-Ic) Cin MCA �D �O Op tnZ -1A= OCDO �O rrOz nO�D mr ,Z �7X G�Om O N C o -ipC� rnn X� -0 ZC Z rno -o =I C7 Z=O 1 �DO_D�O O�rpP� ND (nm rP (n-X1u) �Q� n-(Zrn NN mz0= 0-n �-1X �K zrnN Op�� � C3 pz� r,lo rnrz-n ODZ CP Dr na �2 Z ANC r� C7�z 3.��z Zn -Im� %nT.=a`t=0 �(n OmC1i Or m+v� DZO= m o� �o Cm D=0 r*'n0 'CF ISv mm En P= Ul(nr- O =� � mc�� �D M0 Z?4 yD n zrn SZ D m p = r-D D�n ��=SK -gym �20 �Z n r o' p cpEn CO ro*t C0 N z-*i rn�� m D OZ �M[D �-=-12 N �m (nr�Z (n rno >c ma�rar '''� .i C(Cn �z NOD DW P� O,�r,�� � n�,rr- Dc' a-<'`' m2m0 Dv Ni n c� No�-I C7rQ7� Z r-I 6-0 NoT' cN �C �z rnKm> a;o r F- v O= 00 z cnol= =z- o m zz o0 0� D�� {LL''n��(n =mm �mrn ZS D a M �jjZ N 1 00 DZZ ZC-) DDO p= m0(n- v O mz �nNp mmnZz Dp (n� D v�- mz CD C OM C7v P O-ai (nrn ZZD Z C O m am Yo�O Zm -In �Z (nr�D zZ O _,.10• � Dz O�� OZc(nn P NC-iZ �� z Z� O� aNKrn rpF D Nm vc) 2') OZ p2 WP co =0 P 1-< m ON �ZZ�O� G�In- z 2 rn W C n 'Dn (rnnr rn= P rn mZ Nr O .rnD�-I-I�m K-D ZCA mrnPDa70 rT. 'n mrNr -< N X m -p0 zN Cr O-IC)m�(n mC Nm �� nn� M. mN O -+ m r 4 Z O --1 X M. - Z 0 0 �DO� � 0 0O mX0 zO --1m rnrr- ;0Kr;0r�0 -0zN C Nm 00 DOf=*1N�� r_°nD OO D ZoD-z4 W 0= m z_I O NZ P� C7 (n Z(rnn<v O to m Z r C7 p I�Z� DO��F "� �m ��� rrn N� Z��=+ �_N��- (n` rZ���c� Z-� 'o( rr r I-r' C7 Z, n O n O S n Z= 0 0 ---' r= -1 0 CD O= C�IIN*�0 v 0C'j cD O ZD� pp O K ZZ 00r z rn >J 0(C�X aP�0 m X Z rJ0 r- m� �Z ZmN. K� z rnN =-I��ZO -O 0 co SFr orro� 'rl --I m2 Or=U) G7�i D 00 --4 ONO(ncA� 7C �� mC-)o tn� Zp (n Z.{z2 to*Mm z O lna ZVC OZ �� O� Corn ,7�C m C N ,Ir �`�-Zim'o �Z oI�,IZP� zp� Co = N F OC)m mcn mp Km �mn r (n - o�� � C N O�C� zZ� P C p N Z -I� r�N zCM rn I- Oz D-4--10 f= O� OOD zz rr-V� m Z z 0 CO ri* Nm -nv �zv�m-n ZN N QOrD--Z m- a z O FW P r W O -I D r p 0 A z CA D m r m 0 ZIr- zK 0rn �P vi r- P c z K zz a,Q�ml�Fncnc coi v K Ni m o �v o N q; z x OZ .' ^�"Oo �Z 0 �) ' ca O 6 oD 'J 1 c� o -� p� o m � � rcn:' 0 o Ovrnorn 0rTl (n o F4 z rn rn Q Z -0 I'!l rn (n tL J z rn mO ^ ` 1 M M 0 -< - N m O N NIVNNNNNN 00000000 O 4' w O o m �- 4+4h- P,L4LA.A4� -N o 0 0 -n -n -n z Z -9 TI -n O rrr- mMr-r-r- 000-U0000 N c) CD DDD DDD O N - WW� -A CU -0 - N C ��-p N 1�► N z 0G7riI C' ? Np onrn D r Y. z mOrnp o 00M v M �-� Z m n (N � \ DDO �N GJ Co �::. --e�q "-D m N Q - N ?1 m cr vm vOi0 (P 0. I M N 00 -_ 1 n ..K-.., OIV 0 O z CY) O _I � Nu (0 00 V PI) A W IV M O v -M-1 C7�1 �'otT1 o r- AID OD O ��C)--1 C')DDD �ZOC7 (nDo-1 • lo-n z� �:pOm �ORO �(A orr- rnF zZmmznpm �C-)mn =�Dm Ormm O C - 1 -D O� 2 a -p m D S m -n m -0 2 -rl g C7 nmp= N DI-=Om0 ��(Zn�m� �O z� �2ai�D(Zi�p mmpm *M=w Z�LnO zm+zr*1 m c)qrn�l�nz m-IN_IDr �m �nz �Im�q(nz z�-a-° �v�o -io�oz 'iz Irl� o=mr (n� _-Z-I�om:U z _ Z �Tl�cZn �Z(Z11� C co (nz CD) OC n��AC Dz z2 O �nCD) OZZrT' O-1 � =1vcr- mNO� (n rn� 1,1 r-I,Io l/1z-1Nrn-, �OrmEn D D 0>;0 zO -i 7C D 2 O -1 -*1 m (n 0 p Z Z 7; %O Z- 1 0 ZN-prn� =im ��m zX= K Dz I C7�- � � pco -<om Np0� v�0(n Pm D =� mv�N-Im r0� rnN FMONo 7COmml �� D-(DS (7 (n --I� =PDO z CDm O z-0M(n Z�� N;J �-IN "vvCt- arrn-r'= D m mcp��NOr�*1 �� OrnZ 712-10 D m rrn,I C)�m -D-IOD m Kr C') F)-rlr -<OC:7 r5; (nl'��Z0> �-IZ mZC-) mDr C7 r- Co (n X m rrl � z (n C7 D � C (n r 2 rn m z r m�mm mOm CW Om z0 ��(-)O 0 �m ���(n� Drn zrP DzD m �m�7X�N>N S C cDnc7m(n-U -<p0 nzz OC o> z D D Mm�ZC 0> C rn=llZmzO Z ��r+i z0 ` J �0.. (n c� r- GiI,I �� mD� r ?O Drn�ON� N�-�77Ip ZT. Am m mND"DN DZ Os7-I�r� 0 rrl� �n1=� 1= z 002 C7a< NO -I -a-( 00-000 0m mm�D 0Z �D O =C) 200 CAM oo� p m(n -*Im zn z M mo -4m m=2� = 'cm �O z(n� DZ 2 n�xOD �7M Z-iCD 0 NA 2 vmDm�m 0--1 �ZQ c�S m ma�;m oZ O�I;= z� go W -rl-mz<� �-+m -I�r hlt O �_ -� rn� z C7znrn DO (nNI ���0 n moc� O=z =ppr 1' (~r, �0ZZ;0 Zgoo�O ro= rncv =N-lao� zoZ r',N-DIr�,O Z Z 7�CZM2OMm= MK-D-1O-I�N�� Z > 0� D-9 <'� ITIxn -0-1 � C(O O L7 ZO OM=Z m m �nZMmD Nrn �-0 D� X -IZ Z �O(n� �p 0'*1 C70 �T]Z 00'� mop C-) r0 Z��DmD (n Or:'Imc NC n =X�O Rio z(nz (i1ZZ cn �%U �O �� m;0 CD, �-10 O =-(n �- D M�� m� 07 D<� �� n m C N m = c z D� a CO p �-I�m O =��Qm �Z ��=�m0 �mm ZF0 �Z O N =m;a Z M r;:0r-d ZN op-�� N O � C)CoWoo N --' I- O 1n 0 O V1 COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: $>MK-no-r-� S JRJJ $� ASSOCIATES �5;uLnz=Zn ZxO(nD m ZI T� oDmo�o5o� BRIO BUSINESS C E 1�TE� � c MN��1 Z�ARCHITECTS INCORPORATED a O . FZZ�Z=>Z LICENSE NO. AA C00201'7 T N NO. � o No rn -, �' n,�' - 2700 WESTHALL LANE t/L��1 V 3 �ZD=Dr'' �Oxmr- c-u<; SUITE 150 m r = < MAITLAND, FLORIDA 32751 WEST AIRPORT BLVD. -0M W JAll R. NEs, JR. N Z M C-) ENSE N0. AR a34 (407) 875-0115 SANFORD, FLORIDA 32771 ���� FAX: (407) 875-0308 �, �, m 10/ 0/07 (NOTDATE REVISIONS BY 1, 01-15-07 REVISIONS PER CLIENT REVIEW BJ 2. 3. I \ W ---------------j I I W W � I cal CN , I NJ �IN Ln I N M 1 , I N 6;I , I N IIW W , cl c., i L orri Z o cn D i rn ! I I = ti TO ! I I � 1 c� i I I ! rn I o I O ,z m( I I cw I I CD D I ' �" I o I a ! -- I -- - ------- ---- - -- - - - !- - _ _ _ -----_ _! ___- _ _-__ -- ------ ------ -- ------ - ---- _—_ - - --- `(9'O S rn-i I I , = C x p C ! I I n +i ' M===y �N o z I N z z rn n N I I- I < f it I z� ! r,-1 I ! I ! I I w i I I '� D •, x I I z cn I III cNr_I O N C I ! I I v j a fn L--- - I I I ---y 'D V O 4_ rn 1 z - - - - --- - - - --- --- - --- --- C.; ---- - -_--. -- - - - - - ---- - --- - -- I - — --- - --1-- U7 I , O . t _1C X I> r- I I ! ! =fX�, C a j i �� I r ---Ord o , I I i i z k=== o -z-1 F v:> zi I I N �___' O N i DO j I I 0 ;0 O O cn O I I -1m o r*� I boo rn t III ! I ! (1 COP O D I I I I I I rn o m I D XOprM ( I Ij ZCNi I Min ( I I -iZ I Ld� N ! I ! I I M -- o rrl - I - - -- - --- - I_ o Ln 00�z -a c-� rn �G _ �,o D x z z ! ! I -!�LQ I ! I I Im m _ Z �Z-4 �, I I I o O N m i ! � I o -x-i rD- I I D D ! i � v L ---i r , I ?n o --- > i 1 r �' ! I y rho -�< m_ g I -=iZ ' zn Io N m ; , z CD CA N I I I �� i 1 i C_= I ! o I ---� N I I I � � I C ( ' �Z I o o I DO I �� m I Iry I a ! ! ! II �rn o ! I �-n ; I 1 o i I I O I 111 I I y ! ! I III CA _ I I i �V I I D v ! O j I i v n. x D rn in t o y z � �---y 1 D ! C! I ! N F--- N 1 =-i I D 1 i 1 cr r< j i to o� i I IZ0 ! I - I 0 _" ! m ; i �a i i i j III -D ! i I �N Ix ----}-- I I � I I i I -q , I I>0 I I 10 ! ! I W 1 )C:)X rn I 4C I I on I I � o � � v -_� D i P= m 1 0- o I I I I D O x z N I N � I ) 0 I I I I y I F=== )C:)Z 0 D I O OLW IO N Z m rn ' II m I I I i m I O® c� I I nc p I x z I ( I - - - I --- -- -- - - --- - -- - -- ----- - -__- - - --- - -1---- - f---- _ —__— _ ____— ______ _ ------ -- ---__ _—__- - --- - -- N M M➢ I D R I rZ 11 r a� ! c-) I O � LW ( I D D I ! v� i N rn I I�• ! I Cil < ! ! h=== i Z n I o===i v o I m I v L===° ! _ p O x o i i o 0- N -_-_ 1 ' 1 0 I I I ! I I II jj Drq 1 v II o I ° = C I ; 0 �� I I � �� I imrn X O \ / N Z I NCn L------- - - - - - - - - - - - - ! ! ; I ! 17,-6" I I 17'-6" j 17'-6" ! 17'-6" i 70' -0" ' � I I i ! ) " ✓ CICLI T -, n �m�oNn��S no WNrI Zna >1N � �Drn cn OW I m CD O Z I I . m W o Q O v O O -1 c") z C7 D r n Z A m O 7z O Z y� 0 0 o m A O X N ;U Ln Cnn rnm ;0 -I m0 \ a (n < CD Ln Lnpz :90 rill G) zMx ma m OC r-1 Z D Cn p rn Or ZO rn0 ?0'oX_ 0 rn m "-1 (n 'I O p to 0 �-I m0 ;o m z Calao� C N �, m0 D� n �N OD r � Z� F A rn Z m C O m� 0 O �z M o NO N �0 `L ; = m -0 Z D r = OD m �z n M X c �= a m rrl n = O �= z �Z D rr--- c z o rn a rn N D M W X rr, 7n N --� zzzo C'� avo= I A r- rn D t� C ) c7 -.-� Ln Ln Ln A r M I m c b,oao�?v� 0 m r . � C M O .o v N - I w W O p CA LF4 � - a D D C N N D D -171 Ln r r (n ;0 _ M 0 z A z z m m X o ^z m v v 0 O 0 0 Z C W rn IV rn 2 m v rn rn N n M C M ...► �+ .a ..+ �. P OD V 01 Cn 71" n�-+oc.c�c> -aK -o -_� -o DD-ITlcnv-C�aoc)-,6(n(n O rnOOrnm O=2 OVOz vCv�Z-OM XND�z��m� _ Nvf�r-r- M-�i�i (ten C' -oCS� �c Z <6mvm�� �z (n%US D NO O� c err *I _ _ �v- oo zr� rn m� c) _ rM* rnz Dim 00� ni �min(nz (nOrnD ZNr �(�i��m�m�Mpmm� Ni m0 mc�-4Z0 �; C7 (now n--�c�M� mv��az NVOnM0(7) + m �� cn� Nm=ern OoD D �S>�m'-�NDrr-0�Ir-ONzp�Z�zvcnZvm� R' �C) ()cn m-,im�''N q2� � � (— n� m� >< z -I= zo m 4zSo_y(n� < Do p p?co o�mOC C6�O=Co6)MZ D�M OzC) r- `zGD 0 M C>D-rl DC -r(n N'Tl�� �DCm pxvF�C�-D�DD -z1 ra DO m�� M r' n r c-) Z v W M> >' i m z� r,� -� O m D r�I n= z m M� m tnv-�z vz mrvn'�(nG�XMpn-nr zc�rN�(O .�D �� vAK --1-0 � ao- -IpD �r pzv0 I�OSO� j N-I-1 ri c� rn-rID r+1 NG)r� -� �_ z\ �� �(��� �0 Zp Tt00 � X aZ;V (4) Wp(70 r ON�Z�a �f�Tt26Ln-iM�=+� �-o OSz n -p �••n�m� wOv �v � zzr-DC=I-zp >z �O mD m rzmrn�mr0T1 n D _� �Z C-) �n��r-�NO�D�W Wm D(znv FEnr- =r cr?m(n �=mmC �zm8 �v nDn ZD�W --+c �r � �N;NO yz Jprnz ��a�W zc Sri --� c-) c ICU N D nr�FrnC�-4 -Ica D =C'>F= n\-o�tmi�-,lMZ:OMM z -p�p-U oc7 D� DOmv -0 m m "D r-�r7 'nW WZ AEM �OZ �_ NA Z N C rrl�Z(n a �D D r na_�OC;0 Np -DOT.�c7�z rD zC0 N�DOtn �� Z O <1 �m ;C)Z3: r- \� m C„= �CDrrr, =rr—K ism Or�riC �Z Z 0i 5 �N r�C) cn�0p n m Z OSn<D-D Zm� O* �nc W �= D n Mtn CSCCmim;0 O mr-onKrr- Q(n C)M N=mrM =� r O O m�mmmzo (zi�UP z r�-,,,,o�,�-r,Nzc�>r- �,z M���' �o N r ZM;UM �m Z =a_oNC �a� om a v Ztn r� n m OCz7�mOD O O �Znr�rC ��`�I y OrD Z DTI �z N rrrl� mm� o ��crniz�a* zQ F vam0r*rn O� N a z (n Z v z (� IM/1 (n . �� C v ;:a v ?I O oaz o •• CO<a = OgmTD a C— C v ) m �c�wo� N ;z-z+M -, <Q�g z = oza z N --I v n N (n 0 n 0 Z7 m F..�1 o Z M 3 F'�1 o N a z c V M 0 Ca too n c M D Il-3 z o �^ � 1 r� > D % r r U r (7 < m p I m IT� N W N � O n CD CD �NOz-+ i m0 z < r0 �r=�=0�v m z g zD 0>0 0 M m? ;;U D<�-�z r ,� CDr a �zv(-_mo � u1 x o m O O (n r C X D n n n �cNom „a--Jpy rnD��4 cao�� c55 =r;� r-r< M_M _ Z r N inr r O K O 2 Uoz ono �omoC�m L r ZNN > M0 - I S p'U�a m 0 G7 D n QNi D - C NzaW = --I nZZ Q r="I�Z m�'c 0 Z m `p m Z ;0 v C rri x r �N-I C M M N M 7Cp r'l O 01-9 O c � c� a o o 70 d M a Z: N Z a iZJ D O z I („ N ,T, 70 u I I ( 0 0 vl �7j �f) �7j Q,-rl ) W COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: oDm-�Z-�� S - JRJJ 8c ASSOCIATES ooTIN vrn z OZ;u a n�NDzzn� ` i BUSINESS r'�-C® CENTER Z� 0 Z ARCHITECTS INCORPORATED 02M(nv-zp-`1 �1, �ZZ�N=>N� `° LICENSE NO. AA C002017 BUILDING NO., 3 �oODx 2700 SUIT 15 LANE 0 G7NZD=Dr�-i � � n r� Z r-- `� SUITE 150 WEST AIRPORT BLVD. S � -0 � = W AMES R. , JR. MAITLAND, FLORIDA 32751 SANFORD FLORIDA 32771 `n �o�� � ''L ENS"t No. R o0 34 (407) 875-0115 N m 10/3 ' /07 FAX: (407) 875-0308 LOME wn 0 h. �, N v DD N cn �m �o cn �a _ �v m r*i ra W Z c-n O M m O rn L M v Z I m w0 M O v t WIIIIIIIIIIIIIIII ch � I 0 YF7 F -]Fk\l cn AA Oci o a W m o � 1 0 i C4 COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: �DW��ZKr-� W �, N v r,., z S JRJJ �C ASSOCIATES BRIO BUSINESS CENTER 0>m6-<o0)iO N Z W N D O Z -:N ARCHITECTS INCORPORATED 0M �ZC>Z�DZ � LICENSE NO. AA C002017 BUILDING NO., 3 N Z (n f= v -� c' N z a = * 2700 WESTHALL LANE o n� m m r SUITE 150 WEST AIRPORT BLVD. M = C-- D X rr,� W x JAMES R. JR. MAITLAND, FLORIDA 32751 (407) 875-0115 SANFORD, FLORIDA 32771 `n go0N N N ENSE10 0 0000 FAX: (407) 875-0308 N0. DATE REVISIONS BY 1. 01-15-07 REVISIONS PER CLIENT REVIEW BJ 2. 3. w P t R P h i i w 8 r h, I I r R w ' 7 P r h, i N o � (/7 (n C) O n M m W z N --Ji �-i Z O m� W m .Z`7 n m D p CDiJ M v z I I N (Az O M v p v U -o _o K01 o --o --0 -o 0 0 t7j IMI T1-3 �1 L-&J 1� V 1 a rMI rn r 1 D n m 0 C7 C D N C7 n M p C? C r— m M N r- O c O (/) O I� S �n D C) C U N m r N Z O - 1 1 m r � v o0 no 7�S COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: oDW��ZF� '� JRJJ & ASSOCIATES W -*1 N p r*1 OC7MtnZZZC� -a�r''Z�ooZ BRIO BUSINESS CENTER `� 0� �' K� N� ARCHITECTS INCORPORATED DZ�Z--4DZ LICENSE NO. AA C00201'7 v � o r'' -� D 2700 WESTHALL LANE BUILDING NO, 3 ��o�> VM � SUITE 150 WEST AIRPORT BLVD. =O�DMn0�� Z ;0 M r*i � o m JAMES R. J S, J MAITLAND, FLORIDA 32751 SANFORD FLORIDA 32771 R Q0�N � L 'SE NO. AR 00 4 (407) 875-0115 M N m 10�3 07 FAX: (407) 875-0308 0� � Sm- 12" MIN. -*1n W X Z F 0 D M M -"I NZ O m m !-��zg �m::E Ti >M0n vNn C7z M OOGGZ)� Dcz N -IZ �m cc �n<m >O N N -1D W DO �* �C) M N m o to ►"m rno NN\v C-= nv M Oo N M Z W n D v I m Woz o o V Zm Z m r, i -Tl Dm�C=O I m z C� r*i D mDra o (/� m r �'- D r— -� N D r'- n j r- D y r r*1 r ro rrn-- j z m D 17- -I �0 Z r 1 OOJr=p� 'Z Z w N� s pZ� j �a+ r,, '�lD N n D p �� rTl - I N = 1 0 ro l 3► �0OD�� s Q r Z0;0�m ji O y voimi'c =z o o Zr r oz nm Z D m Z Z m rn r� o s ED v � � s r 0 O -U K -O r- D z 17-r r W Z o0 N IV . n a 17- r- I I a 0 -4 Z r = O �-D1(nM. '��•-Z-1 / L 00m o�m*'n Tix z -[ -nm--IM N� or N O D C D ZDn�N1 XZ O :E c o W m p C G7 ao � -z-� -,, o ;0 � M z Co�' H z m --1 z N c rn K N r, mII mr�- ov Co 'D a -D O n0 nO N � (n � C D � rzrl Z N in -v ao 0 z 0 --0 --e C y r 1z mm 0 NN K>mn r- r r- m M(n = r r D r-n= n 00 rn K O< D r v ,.m �? D rn ; D� m rn D D rrt r DW Z rr r _rn OODDCoNZ Zc cIc ocD-)> r*i r rn r No to Gz) M O O X rrn+-t D D v o g O D M 1 Dry N � N � Z = O COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: oWW- UMr-z Sea JRJJ �c ASSOCIATES n;u ZmomD -1 BUSINESS Dmp�p40 ® CENTER 5 Z � V) Z ARCHITECTS INCORPORATED in2mN2—Z� 0 N p m N O rn z x z "� D Z LICENSE NO. AA C00201'7 BUILDING NO, _ -� (n3v � C) (Cn -� "' � 2700 SWESTHALL UTE 150ENE ��OnD�rrnzr WEST AIRPORT BLVD. 2 MM=;�v Z Imo m = o m JAMES NES, JR. MAITLAND, FLORIDA 32751 SAN FO D FLORIDA32771 Z 0 � SE o. AR 95 4 (407) s75-0115 R 0 R I DAm; —I ` 1 /30/07 FAX: (407) 875-0308 N N rn 0� � 9 N N ZE Ln t� C� y O Z Cz I+ a V)�r �MNM. NG O rn 74 MC-)SM Z �ODrr omm 2 r. r<,..r0 �-*) M r �O �K�z� �r� vT)m�� rn nmaC-) C7A;70 oNC-) _10 v�r=M rOD r 0 OC �M m' n Z O ;0r DCZ Q U);b CD Z D n -ir*) Z Ncc S�0 0� m;0Or MU) DO C 00coM M rr**II r DN rccn O 0 m om m N O D< Z X �� O �� Z r-i D ;a \ z M M O r N rn 0 = Nr' �Q cAbn \v C m no CDTZ VnWM O m -m L Oz I I� Wz v N m 0 C7 Z mrn -i �r Z�DocDO �r—np \ln C- r rr---U Zr �o ;0 =�0N Z Oro �Z oO 00 v O rGn � �n v 1 C> a _nr��iU� S �N D �Z�rrD-mm�O D 0K D V)� r U) 0 z -p to D < O -� cn o r- = D D D 0 r r v H C om CU (n c Z V) O m z —I m (A c r m K 01� InK M -i M r- r --I r r Nv =v rp N O p O "DGTT7 _V 0 N ;0C C N �O PO 'fl C Z rM r � N M K a (AK (nK M -i M r- r --I r r- N _v 0v _v 00 \ C>O C)O C M z cn cn rn O D C7 0 Z C) M -=1 2 r N z U) S c� 0 � r —I r m Co O c) a D r � r -v co � O r Z z v KK:r r DD In N r r W co Z D ccN � oo= 220 00 c) c) MZ D D m N I p D N 2 z � -.� r r r -I > D :1 r �nN z m _n S 0 0 Cl) 0<K 0 M n -i MMr r M D n N N r r -1 Or a o W m z i O D vQ= O 20 p z -v v z D M EZ z Z v p D N Z 2 cn �I r -r r D r V)D M n N z = M -n N S 00 oK: 0 mo o a y L� rr Ln -M O z� -n r, K --I M = � D m D N O O z r r r m T D Z Dm mN-r 0 G7 0 r -n�_0K�r D M Z N r� < < < KrrM>M rD-z m z � 0C D WNZ ZC MF p0 o rD- D D N� r> G7� m r n 0�0m0 r <� o z ;;0 z ;U O N z r= 7" .- I- z Co r Z C �o o Mo In - = In z o r O D n D m O m DOD Z C D co Z C C4 p r r r 2 N G� p C G7 Z m m�) A -o 0 c COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: oco q— UA�z sea-, JRJJ �C ASSOCIATES (n� Z �zZ ARCHITECTS INCORPORATED BRIO BUSINESS CENTER N�MNN rq>=O1Z-i>z LICENSE NO. AA C00201'7 S —I U N NO, 3 v� Ln O>= N D 2700 WESTHALL LANE 1 �J N Z D 2 D r y��OnDxr Z: r- SUITE 150 WEST AIRPORT BLVD. =?-' -0 70 z X m r = o < ES R. J S, JR. MAITLAND, FLORIDA 32751 S .�' LU Z � LICEN N0. R 00 3 ) (407) 875-0115 ANFORD, FLORIDA 32771 M U --1 FAX: (407) 875-0308 (n cn r 0/ /07 - �J$ i, REVISIONS PER CLIENT REVIEW AM WE 9 N N 00 Ln W L� L� V 1 L� z m N O DCZ N Z 4 • C C O N v C) O Z C ;0 C) m tz r d n-- J i i m � zmm uV r c7 Dcz N � Z o = �0 0 V1 r C 0 v n z m �I N O �1 N `�I Cfl N N 00 (n N CDX (nZ O O < 0 0 _ z D CO (n Z Nmm 0o0 v '. o � N = Z rrn— =1 czi 1 aaaaaaaaaa� 'W1 1w, MA 'IVA "WA TlnCID xz r- 0 D r� o0z � O nR� Oy ,)9K: a mrr-D <_ 5 K i i•�- Zr� �CZ7 '*t r N r r- r co a M p n n��00 Z .z7 C7 0M0 ZW 00p� D co o�� Z o �� o on� -im "I Ln OMC = �C p rm,..i' oK �Z o p � � p70 < m m O U ma NWv O r'fJN Ln ULn� rp Z -n zrZr7 Z� (n Z� (Jl 'O Z> �%i :n M D G� r -I r 'i r Z c{ (r-/I � m l a 10 En crn 0 r Z O r CDM DN Dm 23 O M0 Cr- ; rN rn C, 4 N �O -*� br � v O (A I c) � p 00 om 20 S -j Lo O r C rZi -4 DK:-i r DKaMO I -*i r'_I Ln > :r- r r ;;0 m 2 0 N Z o c� � v m -� N �zrmrr---mm 0< �G7� CA M m r— M rn rn r C I a —�3 r r r coCC) CD G7 > O o rn rn rn c a a Z r C M -p D M a C 0 1 zr ''1nFa cn �>C7UK- - (n K w K rrnnr- mr- S 2 N Orp 0ry 00 -V 0 *o C3OM N �O N0 C a � r Z rn Z N = N D rn r -n Oa n N 'r1 "aD � Z_p o Z p I = n m MC •-� I I I I ----------------------- - ------ --- ----------- -------------- r- m 00 C?mZ �n T10CD;u Z Fo>mrm'' r�xz -n(nZ Omm �rTl� n�z0 O �O DCZ m' C7Z vOC� .--I m V) C c MMOOM �o rN rnU) (77 m W ;;a z z� z m m Ln 0 /e T1 t�PJ 1 �m �`p cn�o X: = W Nm Z r� C) C.- D CD�m CM Mn C-m a oZ CA�n IMwz;C W o v v II O � r oD rl O vH v-H rr1 71 Mn O CDIDr a m m r r rrn v rn r-1 N COZ C r r 0 D *>oc)o� C = 0 ZF _ --------------- --------------- -------- -------------------- M --i m r-m m —I 1-- o0 ov Iry -v Cl) -v c) acn-ncna (n2C) v C) v C X i --IK M M � o -4 m � o N N (n o N 9 = n 'bJ r h� d y r LnM 0M Le)K oM rCD� oM * aW rCD �C � C: C r c Z —1 Z DZ ZG7 L7 ZG7 -n rr�'v � m Jn D U) -IZlq?� �arq> Zrrr-EDT, < Z o G�CoaooNZ C=1C N C) r=aro2 >unu N �rn0 << O O Z O< r- J (N Z M r I ;d G7 ar <-nr- vK�m �nMD> -� G700acoNZ M C 7: J C Z=(n gg �z o <I Cn D D O V) T r m-nN rnx c D ; a)rri - a NCn Z -i -'� Or Z O D= p C D Z N N N1 mX Z Z C)0 n N z D n� � Z 0 C p co rri �m -Z1 m � CC)z O !� � ;0 --I -Z-I z C_- COPYRIGHT © 2006. These drawings are the property of JRJJ & Associates Architects, Incorporated. JRJJ & Associates Architects, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDING FOR: oW�- C:) Z Seal: JRJJ 8c ASSOCIATES Z�ONa Oc�jaNZZVZi0 rn Z C Z Z ARCHITECTS INCORPORATED IO BUSINESS CENTER Nonom 0� z x z > z LICENSE NO. AA C00201 "7 BUILDING NO.. Nm-IWN v p Z D= o ' 2700 SUIT 15 LANE 3 �m� SUITE 150 2 ; m r = � < MAITLAND, FLORIDA 32751 WEST AIRPORT BLVD. D x m W DAMES JONES, J. z � NSE N A 0009 34 (407) 875-0115 SANFORD, FLORIDA 32771 �O�N N N m 10 0/07 FAX: (407) 875-0308 REVISIONS PER CLIENT REVIEW C7 CO a cn (n o N D p c xp' c :OZN m F z � z M� o m n Ci m yMOD z r^Ln z IM m N Z N m M C) �• ory -1 x -0LrImm n o N4 r' F q �70 C O om o M z CD m O O M cn Do ^N =( i>MC)omM-000r ono m Dvo mo nU)•rrI No � N>i7 m m xl r<ri W �a C O m Ln M X rn C) a CC) a D N v � m nr� U) r coo m D \ D 00 00 z O p Ci P3 D rn r- W D Q m n ci co W 0 00 �nm nn �o!Jm rr-�_.:gMD-NnMWO N�f�p z ��Dv zN m mz�p rZN ��MOOn�D���mm 1 �mNra Inc o�m--I (n m ��-°c-3i r�rrv�m m"nm M G �F D n m mCJ>- �NM x �ormM nN nN=(n< mKMW m n 23 MMT>om* C—DFF.�rr-mO-1 MvDnocoro9��DC)mi Cal MC:)COz� z� r ov D Co _FapMONm moor OTIm v ��0� mc� z rDzo��=moo p n M ��m O m z((i�nv o-zi(n n�o�aor''rM*�FZM N C xONnn(n r-j0 DMD M�mm�Nzz°m° G inmvcn-{ cn -I n�ocn n F vo��o�r-1r (�i» o o- N-Zrl�m� � ZDo"pym no D�-aG-z-com M z C DMZ o z -i Co pro r,- >. ;a O O-0r ZFOrr- m'rt � ZD- cnZv0GO z rZry �z� DD �pCZOD mM v r G r'�c)m C0C) (nr-zr nNz �mZ(n0-- v r` mN0(J) o Cn Nma �N Dcnx�MMC)a -n z p((J C) D�Zp Mz�FDaCoO ono orb* cnaDz r,i N z ?la c�vcor�r o rm--0 mrr, 00 -I� I �raDca=1C-nn0 c� 1 _ �zrrr' z �Nv ��D =v��Zvnm N 2 M �Mc-�nI M N mr�Z xz mDz M- >' m N zrM� z n -Zip Oan m�mo ammo cmj o �_� N cmn o�M r�rIOZ (�i�r^ro oZoz z M o pF•'r p z 0000� TI-io� rn' C7 C) v mo3 N m�Lo (nc a pn 1.'.' o D Mm<F Fr�m Co D N o m� o . U) ��-1 VZ r0 ; N M F F F o z rrl o P 03 D N�mi�ma�oFrz-= Z-M0mmi rv�1 oo��o Do --I M �cnN� Zr= yrDn (ns- np�x yooC-lznomZzr�,�n M:>M vTl�rNr �m�mD O _1nD�O>- 70C:7 m�-<mD -cNro nNoCoo Z Z ss r rD- 2E r K� nN p -<� o r o D Dm>- E� (n p Z 0 Om rr7N � n r m D D V Z� -q;Xz F (n rD- 0 az�� O mrn ozv -rDc �ZZC)�N;pNCO- MNmO ' rl, �raMD< IM �M�Do DcnoCDZ�N nzrD--omc r-D nm o-(o rD an�D r ON �v vMzDm m�N�-rl�r N oc o M - cn - rf*+-1I MozmD mm>C7 DnCC)Zrnm m Z� rya--1nMF og--I-Irm (rn=x=-< >- Ox�C7 ozMDM (nrm v� KmmZ� z(f) U)M rDrMDr2 ° _ m O N W m0�� ZDonr r0Nr— M M;a NWmor*i �M MC7 mz=Zo00 a a �v0� mnDOO v acn m F >z DDMM-TID�Dz mJOForMr1�M �x C Z a n Z Z z Z D r Z� D n � N-0 -p C) C) DNM v=N�M mz-<m�D(on p 00 z-icnr�, cp vN C3 z En� p00:)Q z�NO v��m�m= N NW �mC -<m aCDp-<mr'��C a O CO m r (n D m z a r C rziz ��z z0���-0 M ist yv on n� mr z �� o M x CC)c r C) N mm 0 2 D F -0 �� D L D rr r z - c� Ai Ai rV O Z M 'r T _ n C rn-cOmD mDox � -1'1m r W Dma D O CDN mm• W D TI-' n x 03 cv0 c N�D�DGDnn--I� 0 orFrp �n�,>Zmo D �oZooITi� DzvX (nvz 0 D c >Arm - - 0-l�jr �v3zvOv-+,c)zc)CD rM ==IM Q oZ'CppaZGZ) o r n�rx m rrlr-q co z0 D �0 --i�cn -mini-nMaD--q> �rprrn ,m,..I-piNM rm- o �rMZo vOvCa mg Z N O D O DaM„ o c-) Zv Z D r D �cnrM(nMv- m z D n z v O r _ z M rn a Z o m N Co pp= r;'i' mmpmCrnria .. p r z`rnm p �cnNromZ-pcO)> z czi z �7CoMM ,d m ND� D O o�C)oDZNc�(�i�=lvxcnD ):- m �cDmN cr-mmNrzu- m��mvo pOcn- �mD �r�� -1or� nF om o zom rMrl 3ncNna� -n r- �r� CD vMM M;a ��DOO z� N -i ��ZEn M M� m � oD vm � m mrZO azommvr O m MCD==IDOrrn <n p� 0 ,1 S0mx� [cn co r'�M vDm �I*7 O =o = � M r-OM cn ����mrmri7D rnmrnc)3 rr-- ZrT7(ZnDnf; n Zm� oNo(n r.Nc/) o mEnr�T�m I I nM9 r ro vvn6 1 Do M O Dz m=?'zmco- morOMrK,�Wzr �x-o� c� 1 r r->'�--003 z z vMc� r,im-r7r'"Ir zw D apr-pa0\o M mom nc)* r Z C p C n W m r Z a z p (n -O Z n Z D 0�= 2 MM �mOm w °oZS pzrm0oo pMZO�a�� c pa C')M O m p rn m-n m nomn� O vz�DM Zm��rC ZCmZnmZn vCDMrC�zm-0 ZM m o w mnO M a,oM '17 zMvr= zo0?co2 ���N��Nm rx-ri C)p M oD n ()m r z Mnm Corr'-CoM mnDp� m r o v;U mo z 0NT�-I�NOC o-�Z o \ Z D �Dz C > Cmj�r',or� � m�Co ZM v Dmc)-� n aozvDr zoa v r p0 v Fn r� o (n o cn zc 0 zWmOnr- z o�(n (n0 o�z M0 9 m F C/) c- m p m�a oK MO(Sn N =d>CD CD Cr'l� zDZO n m 0CAI D pr?0 a: z ov-o �Zo � rn-z m rr'I G� r�* r M = oo vN o z o Z Z a rim z r-% (n N vav � ��m�0 D r -< m mzv o M F h 0 o W om o�\ oar <yo o O 0 z o���mZ Co i-I rn mm N z 00 ' Z o v O v vz mroi o N m FOCA 0 D = 0 z -rl m m Cn CD C r�r v r- C_- G7 D M �Q o vQ OnpDmMZ Z co (A -0 >CAncnrv��(A � C razvvz- me gzD vcntnNZmD � Mon OmmOvm C� noNMMCn-bc--0 c cc- - o��oo-IN r-W rr— m�oM om v�cNi�m-ImOrrtr=rr n N o m M'� N Z r-z Z rT1c C�Dc)�n p rT �3 E� r- �n� F�-I oc1v�z�n�Cz)- a�*7 OZ�Z-D— mZn za rn�NDmDrD N o D -Io p�O�m D-Nlo6�o-nI C-Ni(ZnZOnONO 0 (n ,, mrrlmn_I ��Nc-)� r= z- Dz-oiczi�r�*lczi� _ r ����ro ��innU) DtnZvom-r��-rI m m (AI C-) MvormCD �G� pn�NMm �O v --0Drnrr--N ZOmM�zD D � z� �M O-r (nMC7Cncn Z o oo- C C m Mrcncn �z vc)c � inn o z zD � c-�OmmmC o MmK �U) D n�C7 -1-0 C) �r�r r O z N 0C)M o EnNo � m �0r� zMzc D r cn Mrmzr� z m TI K= r- X r�' mrzF o z zv rn�c)rF�no < Q7 DF�W r?1M-I Omz c zS2 rn o N -orr,c� o-ozzN z v --, mru^ 'n'Ux-1 nozczi>noo ((n o�ocn Mo-`4 0 �acmi�N aco Z D'D CZ- v --ISM-z-1�rU� r r --I n CvM ODD W ��oz mo1r0 Z rn D a M r- noNm v omMna M Co �y� Z Zz� M cnroz (n c� rn C) v0 v r�r mCnv moo? rn N M F "W O Z (n C (A - 00 Z 71 � v O Z 0 C) O DX .- fir- p P GI -0 D C $�2 G)�N ITl VO V N( C ON1N-I�CM�MOcn Ovw �ZmDN DMCm rri N' >- = M r'= o maomvc� 0--1 v- rn��oDr� Zzz�Wa03�= r rri0 �v v'z-1 z3 n � �. �� rnr,, o z r-<OmcnD a zrt* �r�T xm fir- rTJ mZNZ O r NZm �� z-cT�rm --ri -n r1 Z CO cn cn Nc���N 'NODri mn rrrl vm r O ML)M z r� O� 0 C7DD�� a) a a m 'U� i r+� 5-U zr -r� r Cf)�a c)vc c �(n m(n vn �cnD �5amrrl. NNN o rnD� N� cnc�N nnND-o fTl =: m c c cnrM vm3 m O c p mz -rl m m r*I xr vv O O =zD (nD = -� �_ �� Z Oy -nr C ao�N, c000 rn cn (,� N poi frl n�z zD a M NM W N-•Oz�rnOcn Z c��cnZcnm� r vz D�N c� c7 or- Z Ocn� O .aG�c� nc� Dcny. mmmn� c)c)omxnxSD c r c m =r-� mp Nm �W �-lc nNc7 CIF n o _ mom. r- omr0� zm i�Dzv 1,1-Ci-ciz z rrn� rn I rn �D=�-�-03 v m-r� m v -<DrDm* rim too m Co C) (n W 0= Or'�M Mac m Dm omZr� m `LZ cn DD 03�� (n n Z Z CoO�-. D D rOrl�a rr�r r-1z m rD D X Z m O p 0 0 030' D -o cn c m m o- mm -r mWF F WZ0 z r�* r- zn o r Z cnM U)M U rC7 m ZZnn=MD D==(')a: nvni (n Ct_-I r mo= �pCDm� m -r1-�G N r r DN zr vci��N �z F F r�* n r m � )> CD � Iri MF, to N Z� r1 0O(npr�D`� Ln rrr7rrl�Dz- Z x CO�C D aZ -1m II D N N W D- o D mOr�* 1 No I S O Z O 0 ��- Z rz <nmm0rvZ MDM Co Z r Z yr W -M-1 rn r Nv� m n-O O K rn vz mom c�-1--rzr-m vD D oM C r O m M z �" Dzc nm M ry I m m M rn m D c N oOaS(ooC rM x:z:W z r�' zx; E zN �cnN =>—;u �o r x v > nv vv F �FnrZ-� Cn z�zr m rmrmr m -n r zee mrm65 (n Z(n �cn r O D im rrI �X cn z Z rn*.. z� a ma m �n c7� DMo n co m� (nm N n 'o WD cmnm m =rMr7nN N XpN Z (n m m m m o' c rnFZ n r M>- �-+n�c cram rr�' mm rn n z c v -oF o o- Q'zN(nM m rn Nx r� r� a� o z o o 0 mOGno--11 � �� OZr cn=Z Co m p < xOn r r x XWmOr-acn =-< m� Or O vG�r G7 acn0 m0 M -Tl z a3 m G7x r ND�r o mDm- O n O O rTt U Orr7Z� Z7 m n� Z�� m <rn r,i C' c7DN C'>J� z m ; raZ�. rr�r Mn0 p � m M Z a7 to m (n D D C7 O o-- -I D = m m U m- ozm m m °m° �D v �r�'iOcn'v�W �mmz --I mmr- N mom ozn m(nzD D n : (nmpo mr ;a m m M M (n z C�m(nn�m.. cn orrxmOm M2- C 1_" r r a N c)cno Fnn�a cn Zz N cai) -�mIZrT1•T1 to rSTI m G7 r-D(7� D(nDW =moo nN�� Z v�!o N v rn zDr W G1 O n O -0 1 z c7 �Oz TZI m -1 m Ln M -{ N o c r+� Z o r --p M Z C D rn N-:U m D m M a 2 v (n i m O �{rl* r,1 m cn Co N D r� m pco<OCO� �n-o v --1m0 (nz _c N Z x DC n O ny0 m=� Z a�C'o0>m C Mmxr-N o 5 riT �ZOmD=m aZC Noma cn00G C (Jr -o D Z om MoM z-x_1W M -I D i rcnNmror Co vM W nrn��m _ MC-)Nm o D �r rFA RMC) =mZ- r r � (r z(n�o (n (�n =J CO M c W 0 r C Igo ram'j m a O c n Cl r r 1 N O M M N O y .-,- I D O G+ m x m F z D o n r fT M m Z CIO C r�r rr1C:) Zv �O--I MCDM Z-m C �00r cn -1-p O� r-a O �a a m z C) rn �Noc� v rrr -zpv m� zm �-< C)nU FcnDN z r En -0 c�z zo-cn z � r r m-Z-1� m �cn m z M Z x ,� m m(n �m m(nM np ---I C = CD C) D m --I1D D Zmz� r Dam Do �D D -I Z-fix -C n(nmz D m o Z Z p p r=� Z Nm N Z G70 pr O �Z W o m rn Z Z N r D o CZj ZD N I I Z= G7 vz r�r� Z r-o cn Z Z n Z D r� z n O W v nOnmv�a a SMn C oOr -(. nr , P W vD0 O O on n N � v Zmv C) mm Dm r c1i n -I D- 1 D O m -In * �N r,iN NN-n0 Mc ��a D pC7 alp �:`� W-J ((nn -N-I�� mmCo C xr0 r -D z ncn.� rrI -In �- ��Dz v aoM aZtn n'ImC')o IVY amm Cn �_ m r rrIom cn m G7 N Z �n DO rrl�3�� my C7 -Oszz nT. m r Zrrly "O ZAP M r c r-lr c) DM r o 0(n a, m v U) y m0a omm M. n v i -v'1ax Z O m Or m rm `nvnaMc°r�* NZD (nZ N ar�,,� �o�(n 0 z�z m�� n n0 m a�3 v -rI ; mm m Dv nnzaZOmDr- D n inc)M Z�-1 m " rri o' S 6 r�ZF m �' my 03 �-mov��mvzr' m mm z (nTI -n v3 0 U) ONN o m o-vG m om nmG-)- r- ,Norco M aD m m� voDm Z• � N vr.a m(nC v o S O; Wa D=Dx(n D mr D o ���0 m m 2 -n Z D� o = Dn m mCOC-n!��mZprOc o �co o �12 O zp o M a p N n vF'" X p�CDO-0Co Z OC � c)m cop -n m D r ' f o-+ v' z® D zW �m r�o M � c-< v coi> o cz-n r r D z cnN xn vZ rn z o cn z z M m N v n M v " N N O Z M IV 0 Z M Ai IV O z m N O Z m u om 0 z�� c) m C7 D v M <cN m � C rn M M N a' z Z 0 m� n r� v m m C M N rn D z=j g an rr O - D M� M v N N N C n M M Cn (,a Zn O M -1O N _ (n O m M M zc M D N 00 ' D Co M 20 N Cc) =1 r M ��=0 v I N C) c)Fnm p M (n 'ovm;a -rn--I m�rN 4 mD in ZFz0 v o C) C-) o -o oZ-no 2f M = c) Z c) " (n z v D v o one on M N z mM� a-<o z-- zvzz D- a D y (mnN(nV) mNz C7 F O p Z --cizpm M �m � C) aMZZ D m zz�rmi WMF74 m �M ox M�� co 00 z = xNo �r$*'I o F (n moZ rz oc� F zJW Na'M xo om r C o Z (n cnvD r- O Z z z N E� Z �m (n c V5 No C < (nM m D -0 m m -- N r m M ((/) M C-) y ;a sfe I r�r z cmn � m cn w +iv vM Mm mz a M0 .0 X(n v D -z+ O= me M m m n F v + ZN oM �o Z (n� v D C:) M II c °° m r(iM rno m -0 o o Co M X mvm c x M -q cn (nz �z M c (n � m � N n M D o z co O (n C') 0 m a7 r- 7Z x P xm=(nm0--im m-vcnmmaD� n�W OCDC7�-0U) o:*oo2(nC�K�O mmmxDmxr�lxpx�C(nZzra OmC��C)-ml�m mO OOTIO rnm mOm �aMpoD r'���Z�on 15C7rZ zo-lo Or�' Gn���nz���-�{IZc—)Jo MZ;n mrm -oMc� OC)n xn r�r OO-�r,IC S�Orr�mm �O Ln zOzvoo(cinvmr�r�(zi>na W OONZ D��D(ZOo�n�WnD ()ZmaZZfn;z- Z7D M KD �NNZ C7 x�NnZ�nrN*InonN nMC7MC7 z(n nDo Oo Flz< =mm zovrriz-zZ�(nm� z-noonNzzmv �cn r !T7 m Z :oCt�MC-) OOm2Q;am�- cnM Nc ro�oNMZcnzM CD Oo'�ao�x;0 ��mN000�m �r�' �czi�Cp)ncn��NZmr- p�NMvM rOZaZ� mN- Z� (n -la=z" K��vMc m0Nro m(nK��--1�(�n�p n(n n-Ipdm�x(ncn H!Mrn n n��m0. rz m�zr�, Zo z(mi�onrr'i�r�M� v�c�D�mOm-- M-n�ooz�o-Z0amo cn mm-< N0N ncCm-x�monD tn(n-I� M ocn� Dom_ n Sczm Oz-nI_z mZr^o ;a :=J ND�--1 � vCo�ro,0M �Oxroo IS FlT �mCm- �DT`ZNT.I*IOmC7Nar So xZ vM0 Z Z 0 v m v� v - --1I U---)I C CD =>- c� N z D `Q C:) ;a rm O m m D n O zN n �� � D_ �� N C rir n m M n o D 0 -I 1--n-0nm cnOZ- OZ� �m r�xn CC) c_mr Oo r'i D �nMrr,o O=Zn- n o v0or�m ��<� Co M=10 tno O D m m 0 N m y N D p -�j� pZ r o N r D r 0 m N z z n 0 0 Dr-ir -��m p z mn r v CZ- MM a xz Z(n nZ C„ (n p -0 - c7 -I nZ ra_ O pZ O Z -{ SDIg Z cn Mx0rCrTl mm >�o D Zo Mz mr^mKaN. am mmmr o02 M m C o 0 X F o M Z rn-r1 C O n� a r m z m* M -nl z p Z O rcri F D � m O Z Z x-ND m D D o r� (n a O n-nI (mn z-� C7 � r=rl o-0U) (n F n 0 - M z mAD Z n O m rn m (ncn -I 0 0 C7 O mE O� Mcnnz(--n�( z a zvcr(n M-n1�Mo (nm� (nm(n DNpFmn� =Oo.CDZ�n ���cpcnmn�DrM*iOm ���zC�CDary nzrmov c�(nnC)C)rDpm MM mom=� r-Z mr,iN �pr,ImFm -Izm��p m�r0 - OvMMmr� rm� -�MO�o(vn cz)ncsi> �- <mm- n �_Cnr-�zmm o� pDm0�cn Q>.M N�Z-Z- OmOm a��amM on--I�mr—r-Lo 'X �rMmN�M�O oCrN ON(Nn- mn(nnn - <OD�mrn Dc()p c=� 7z mcnM-U -n riT Z -0!E T aZ Z W�0o r-�- (nvD0 �X' DO MO� Z Zp p O Z -I -� N a Z � r*I r z Orrl D� o= C�Zp�n rn zM c�� mD�C��m zc�no 5000-0--�(> �Zx o F N �mmm MN o��ZO zm oldC)MDmzCm) (n M (n N �ornM S"F -� z M U) N z rn o M OD 00 Oo 00 00 Oo �H 0 0 0 0 0 0 '�C3 O C/') z 0 0 0 0 0 0 — 0 0 0 0 Co 0 �D C/) C ITl C/) GI O CA (A p W b W p SA o W p C4 �n W -` W W W Z Ti MO MO MO C) Ito MN MO Um O n O I Ln I �o I �o I �� I� ��, � m �p0 �O 4 O NO Ln NO �/ 1Z7 I ' r C/') z N � I Ln O I � O I Sp O I O O N Z 1 o o o W co t N O ` W C3 0 z C,� IV N O 4 N N ��n Na W 9)�.J N ch vo N (3)W �� J �� Z U) M TI �N 0000� �O (WT1N OOD� NO O O N .W O N in •P0 W •� M•V V bo Z �N •� LnLn cOcvo 00 fro NO�i tooCil COPYRIGHT © 2006. These drawings are the property of Blaney Engineering, Incorporated. Blaney Engineering, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were c C Z Fr v Z rr r r M a prepared. Reproductions, changes or assignment of these drawings is Prohibited. cn F � o Y L) cn o � v 0 C_ x s? o M f Jm Z 0F�F1 -• D n �Q D3.3 oZ M �o ® o v � project: NEW OFFICE/RETAIL/WAREHOUSE BUILDINGS FOR: oCo -ri DW-_�=;—a 0 Cn >z�o sea0 l: JRJJ 8c ASSOCIATES 00;UWzzzo� -�M-1 Z-<000=0 IROBUSINESS CENTER N CD — N o � JJ ARCHITECTS INCORPORATED �m LICENSE NO. AA C00201'7 BUILDING M= CAI=�cn zNO, 3 -<c) 0 > = D �1 2700 WESTHALL LANE 0nD,�rr7r l/ °�������<©��� SUITE 150 AIRPORT BLVD. �' _ MAITLAND, FLORIDA 32751 z� v m- o m z 7, M co X) SALAM Y. BLANEY (407) 875-0115 SANFORD, FLORIDA 32771 NJQrn PATE:023 ) m � ExP DATE: 02/28/09 FAX: 407 875-0308 NO. DATE REVISIONS 1. 01-15-07 REVISIONS PER CLIENT REVIEW 2. 3. I NZ rn I im Mco -I i0� X — Zr-M I _ 0 � 0 z �0. � N I \ I m oD Qr �v I � i \ rJ IL� 0 MEND MCC DM,n�1 m0 c��c�o zo c N zN O n; -0nN nom O N n-0 m=o W --g'V v m �_ � 'Tim�DO N m Ton rn� � I Oz rZMD O c = r X �Zm AND�o X Z m m Do D m .Zp7GZ� C7 Cn G7 - Cn m v �X O C C7 D X m r,i m mnmnz z� [7 G7 G7 m Z M-^ yAOz z0 n;M055 m --i 'M p0 Z v � zn= DOr X M K rn-- on p mM M=-NA NN Sri' z�-, Or M � -i=:I C:) my m rM4 = O \ co) Ir Z U) n N N m m9 m 3-< �U rn Z DZ z N -*1 O NZa r p� v—N D av O ON �rn�z S o oo� Z nn Gz�z=o� U m N v r- co 5 N D N ^ O N oc -N� Z Z G7� ��mZ a m y OZo o c --41 0�-�ICZ = � z T.mr0 O z -Ix mom 000z �m 0 m �= OODm N Z O � o ZED MM =� � c��ON zn --a cn m MK = N D O Dry* Z N N a D Zr- *� r O� Cn� I tzn� z= I o nczi�Nz m N-N-i 2c- D N z� co zp �D58 En C-)= to F != Co o� z n �z 0-zic� o rZ -V-ai0 O �.. m N; � W r m N N Z O M N O O O N _ -i z V Cy m za o Z oCzn -1 oozes Fn < M=D0 W o mpof7 oZCi�C z zN m o z� cv�_' o < N O r o m m z O 71 O N I O x D _ o C-) IZ IC-) i}Z p I' W I�I M (A -Pit I- X tX p O C) O O x i L"! GJ 4- P V 1 II to .rn i o I 0 I o 1 O I o IN a X. x w N j x. N X ,o cr Io C) rn . o C) (---j can vo I w rn I I W rn I I �. I I � I m� t n C, I —� z� I� Z �Z O Z \ L �o wrn wrn -+- MC) U'1 CJ'1 (-n rV^1, \ L T N o = F o= ®= o= M T 1�1 0 0 0 D r M OmD -!1C m movam-N-mi 0Zr o m m -ZI Z co rn � N p C r— --1 D 0 rn � co N tnn 00Mn-1-1 o rc--m� P8�c -� r"AW'1Mo0 <(nnZNKIC O p O Z O M r0--<rnc:dom cz:vMmrn0 o 2 m o g5� �6 A{ nr-mcn 2Pfna N F D rn 0 -' z-40c°D�Q-0o m mov=omo A Ozr�mCnn NMID zzr-N.vz -4r-= rn a-�j (n ED �DZOF--IG7-< c� arM oM rn=vr- a NK-iN z n -I W C) =oMM g ADO ■ " Z7v� .+s N D rn f O � m N �-WCZ N� n II W C D Dm m m i N\ GG Z z n v-Pit •3= 0 C N N II M m �C N C) O -n -*i -i N y <00 psF.- ■.-a r z v J N co m � O rn -f N )� _ co N 'r CJ1 l II <A D C rF1 �m o v ma I ++ z c mN1v\ 0m Pao, -ZI D rn� >o 2S2S411. �� NNE II ;;0,c� r N o N�---- n p 40 a nN J O n � Co C J 1 Z N -in C-)II II CO C D o v MCni� I ++ z �mo�\ G7� = D O-i C') oCNN� II M Z7 r V) v O� N K D r 00 �vF J O N v m D � (n < Z N - O II II W c n ar ov r;iCnn I ++ 4 M �-J z c� c z OCrV = rn D D Z 7z 7Z nC NC(nT. II M � N 1 o� m - n � m a r zrr' mac z mCni>�o�z vzo�c) m � o N C) a � zCnm�-i W5�O zaMom vrF1NH!mm Mam o5 r m m CD o m o�D-0 Omr)t>M G v N W to � D O C � no�2mo Co MK D -� N Z z E m o g N m o =M oZD�Cn-< 0 c� vmW�vCrn m G7 L') --i n Z co NN2c�mm Z v a D N 0 z 61 0 n O �61 70' 0" ri "Ix 17'-6" 17'-6" 17'-6" 17'-6" i 7 7J" "TD -1.5 — —""TDE 1. _ — 1UE 1.5 — — �TDE 1.5 �I w r 1 L Z o 1 W N n a o I D N c x " W (Arn a D -Ti Z r�I rn l p� - kIo- m y 0 1 M-, CJ - F �� C' v nso'NoI o 1 o - - I o .� - - X -M . < a Q O CCA Xo z I NO nLn� ca I I m z oD ■ C-)o CJ S z Z (nO --s �8 z M rJ m W c � LA D F- �Z z n Im Jo `'I - m � CJ - - I - - r- - - i- AM pN icDI < o n n I ■ ri o m n N 0vm o McnC-*)0�Z� 55 m D = _ m D 0-rCmm �W r- co --I nE K CJ voa -0 N M-nW Z� Comnv Z N W D C)G7�ncnOrl,-1oM 1 I I I o0=NONz�O m v �mazo I I I N w..lI� p L gM -i Z M m CA N n C) rn D rr��� m -M N z jpI o r C c a p n 17— off- �NN ��op I D, z z N 0 Ci I _ o� I 1 Z l v a O M Z N C o , CJ ID o pI D I 1 CJFJ N I I I 1 I I I I 1 Im - - I CJ - - - I - - - I I I ;mi - - 4-1 c I� j C) I o) i o I O I (n -0 o cW-)-mo0D�n z N z (, o '� L I moom4lm o J ■ I CJ nzNozM rmo�rN z U) , K WW CC) o fg Vu 2 N �4 nv C, - J r I I K m 2 r r zo -J I� m - o o m_ L I i Im CJ^00K0 K ;u --- � o �I c `Io 0 I 1 _ OvvMnly - - I o oI, CoL "po� -- I I ■ I I I CJ 1 z N C) ' IX a i J I I 1 I - - rJ L, r,.... rn CJ w C w - - - - - - - MI' - - -1 I Io , a, o i,I C o a I I CJ I I ri I I I 1 1 Li I M rn I Io �- - - - - CJ - - - w X - - n C I D pNI bI I I I I D 1 F I I CJ 1 I IF I I I I I I I I I� I CJ I I I I : �I I.N X. - - - - - - - - - 4' 1 to oll W L I I I J I I - CJ I rF L � �I e m o I Io CJ m � N V 0 L co J I I CJ rJ 1 I I L-1 I.d. P, 1 (A CJ x z N oI 0 o I � 1 I I a I D I ■ I I CJ I I IJ I I I I I L, I 7 L4 ,I I p CJ ONI C I O D r O I I ESCO o c W rr- (n� \ L I I ' m� v I v r' Z CJ LA_ ` - D o o II - - Z -� rj' v o IQ a o x IN O o � I_ 1r _ I I rn 0 I I L— tfTD 13_ — ODE t=— '� — TDE 1.5 — E 1 5 72" L I 17, 17'-6" 17'-6" 17'-6" 17'-6" 70' 0" ^' 0 COPYRIGHT © 2006. These drawings are the property of Blaney Engineering, Incorporated. Blaney Engineering, Incorporated reserves all copyright and other rights restricting the use of these documents to the original site and purpose for which they were U(-) UM prepared. Reproductions, changes or assignment of these drawings is Prohibited. project: NEW OFFICE/RETAIL/WAREHOUSE BUILDINGS FOR. T �j �j E S S C o>o�Domr-z oc��Nzmmom ,�rno-<oo=n � N R��� Seal: o' JRJJ �c ASSOCIATES L/ J� ARCHITECTS INCORPORATED 1\0® �J 1 �I 1 �IR 0 M F- mom �� rjDZ�Z=-ZN LICENSE NO. AA C00201r7 UILDIN N ®® 3 ��p�om=ND cnzD=Dr � 2700 WESTHALL LANE a n > m 3 - SUITE 150 AIRPORT BLVD. z - m o m ���D;=CAM MAITLAND, FLORIDA 32751 S A N F O R D, FLORIDA 32771 z � n N� m SA PE # 59263 NEY EXP DATE: 02/28/09 (407) 875-0115 FAX: (407) 875-0308 U) _ �D �C- N C �v m nv D Nrn �� cNi Z D oO Fri D m n m D: oz w o v r^ o M v rNOTDATE REVISIONS 1. 01-15-07 REVISIONS PER CLIENT R 2. 3. (D, CD, CD CD �, 0 D D D D D 00 Cfl C) CD c� m m m D D D D D r= r= r= r r= Cn �Z m � z z ;aO m A w � -Di �i D M �O v Q MZ noA -zi v 0 CQ� o� �� 0 00 -0 'D m 00 co CD CD CD 7t DEPTH - SEE PLAN a o = -t ~' ~' QG o 7 3" CLR 4 p _T n4 D � a r • m .. °P. .'a (n m mm v u ° ooao�=om�N Xz /`+ �� a 4 I ZOm a rfJa� I AMP-W-1i1c*P 1T7 ��i O = 2-1 vv . m ° cn z � z �,momNr- �o X*t Z�Z 7z D G7 � � p Z = G7 -,—Z4CDK: a fa P m �n xi Z r O z °° v� Ovm n vzpm m 4 zz �v� Q �v0m 0 O> �n mz�-n I o �czm $ p �Q vc za�otnK c n v cn CO �m-o ^^Z G) ° ° °°c oQ � 0m �aNczi> >� °• 8 p ° M 9F r K=ry m r C ° 4. r � Z ° ) C) J L ° m v c) m c m M -i 0 cn r m rn CD 'I D D > D r z r r r :CT)1 �Col 0 0 m � c m �a� z Mc ca-)� v cnr o o Ado rmnz O C). (n 1� aD M �NO� n -00 F a>- Zr nv (n m 5 1 /3 t 0 z X O° 9 cn O M � o N �, O�XO a o °. �, ° ; Z �, DEPTH —SEE PLAN Z7�� � to o z e n a ,' W v n o= r z can z p m Q v o x Z x 0O N� N v o ° p c� c �OIJ; mzcao c�ii m r po N =` 0 �3z� o O o N oN-o Z N M� QZ ° Z O N cS to Or c0==a aZaN.'i7 M a a cnrcnm ran v L in c ° z ° • •.. -{ z ���oF ,.. p ° 4 p �N CD . "CLR D c �'- 10 1'-0" o \ r a -n M ��—Qciloorr .., "tot" ° ° mW a �F r c D C= �N v °. c m m p 4. ° ° D r �Q M " " CLASS B �� r X � _ Z � O� .� M D Nm LAP SPICE m -{ Q �- 0 I" Zm ° ... 4 °. 0M2 = om.ZQ7N X ' 4 z m�.I zQ f lr n v ° ��ws o� �7 TIN D c� I °, zomrr�,, I r�j m N c r 1 D ° i� -OID� �_ N �� m � �� C? Z OZ= - vv m m ° = Z mZn m 22r-z m mmN� M o C) o�� m C N N �o � p xu' �aaolmTl\�-ZioK z o �a s N c � a N 0 0 0 ° TQ ' 1 N r�T = G�D� � Xcn�Z a O M D �mczn -Zi n Z ° v p p N � D () N no TI 4 z o^oo Tt Z z-° z �v� �zvQrm Q D 1T7 1 �1 Q. Q. p �zJ —1 O Oa � n m z - �� o KOZm T 1' r N p z _ "QC n��?�N= O I m �� Tm v soap N c�m� O rn m m p �7 C-) a< -Ic VJ 4 �++ ° ° °• rQmmODNW ° DrN � ° 4 p >z O I a sZm z r� D z ..° Co r Z m� ` (� " °. GEC mm ° 9 N� �D r �C-) z (n -O Z 4 p 0M ° NC7 MO Q c =c� o= " 0 0 �� nN > ° mO m� rr -• o �° SEEP N m n m a a Z Z 4. a r a r p ., 4, ZN I,1 rm O = o v '. (%� CLASS "B" ° N m a Z n o .� D o z Zo:% co C,a Z LAP SPLICE p m z vo �� ° . J ao co oa. (�nr 4 ° CaN �: 4 r Z m� -i c D-1 c o o a, �m N oz m r, I NO r l co �o .r cn z mnv Fm �' za � m; �' o, m fTl—{ �ooa m� N N _ o O Z N .1p. t" c .�+ TT N m v CIO 0 p� N co 0o N °a. � ..� N m D mao oo - c> o rn oWE. N z —� m _ m CD CD Cn COPYRIGHT ©2006. These drawings are the property of Blaney Engineering, Incorporated. Blaney Engineering, Incorporated reserves all copyright and other rights restricting the use of these documents to t4e,,,original site and purpose for which they were prepared. Reproductions, changes or assignment of these drawings is Prohibited. U) 1 F, � D N C) ca cn = m o Nm N Z D v \D e= e- 0 n v a� On O m �m m oz Wzo 0 C)v ' project: NEW OFFICE/RETAIL/WAREHOUSE BUILDINGS FOR: �co-n— 0 � Sp°I /R JRJJ 8c ASSOCIATES` STrNh'r-"SS C"Y"NTER BR I O U --i oc��NZZZ�� -i�mZ-<o0Znr K=-j N � x ARCHITECTS INCORPORATED JJ 0 C) 0 5 DrT1 mom LICENSE NO. AA C00201'7 T N I I G N O® o'T' -- N a D*o�a��Z� 2700 WESTHALL LANE �l.J �ox5dr-0. U< �j �' SUITE 150 BLVD. M M _ �� -0m=,W z x m ��°� SAtAM Y. BLANEY 32751 MAITLAND FLORIDAAIRPORT (407) 875-0115 SANFORD, FLORIDA 32771 Mom=1 � PETE:02/ EXP DATE: 02/28/09 FAX: 407 875-0308 ( ) NN M rNO. DATE REVISIONS BY 1. 01-15-07 REVISIONS PER CLIENT REVIEW BJ 2. 3. mmwN a 0-i � 0 Fri C0 !7 to C- m a o m z a Cz 00 f C O vrr-n! � cc) M C, M nl>iM iF7 ci M (A; Q� fi M1n5r t7rn ate. C)P - A irJ W Z ,tick --I , r i CIO:: 1 19 3 e�co00 l c� C PP } 1y+C7 . M 0 rn i• z tn�o .n-�) orr-- C=C:0 vvg a c7� ZN?y'� p00 zvr- ITI .'[} -a r" �7 r�7 t�0 z Or" r- MW SS �Oi z A FFM03 rn � o 0 oz r-' S G? 5 n z z Z '*i c) n z !'� r p r i m rn rn "n C) [C) Z m N N m m G> 2 C� "D — rrn- 8 z N to 'O T7 v n x z o- a to rn v o m =i �;� -n z I> o �y �s oo r- z c"O IVN p Cn � N p©� 'gyp �X I N C-) 9 O 0 M� �O— ac �zs mz..:o��N � Mo zrT1v�-ions �s in Z Oa O a� v � r�*rn I s Q rq rq zv�7 c� c� -pi*t Ln a) mC N N G�N'*1� [7 • C7 0 h�Of- Z O a i- tb n m 4 .� .. W.N x T N ca � to Vf �*1 � C 2 n O� z v� m-n �ii w ��O '- p Amz-4 vo m v Corn o_?-� rn Mmz z zZoz zM �� cn np Z -+ �c7^n� \ O Oea= Or. ;0> =C rM* A d M N rn Oz G7 C) LA rn O p CD Z2 (A N. 6; N = O z tz�i r�'n � -4 -z1-rio N Q"'i O' {rrr�� m -1 O��jj O Or z 1�1��cn Z 2-4 C.pN n C�m')p--p C � rnZ A m P m m -+ to cn z g rn O C-) 0 z-V �o z 22 O n -Ai O r" Rv obi zm�cvn -Oim v to Z - y to -v rn C7rn mo v( N mq z0� sG = 8 -i�rn"O rT m rn z m N Fi R m n o O Z ^' 2 m 0 503 C)-n-rt =4- ,t"n t7 M > "^ � 0 m � 0 Z O C O O p m �'�-� ^ �' rn M m I z z ��o� �o r �� # C) M M� z rn m z N rn NEW OFFICE/RETAIL/WAREHOUSE BUILDINGS FOR: seal. , project: z M z zpi Electrical By 'BUSINESS--- 0yET10�CO�0A BRIO '�� - Emerson J. Kelly wzmwo�Zo6 O m N ID o rnbz�Zz-�.N of �L N o > Classic Electric of;Central Florida, Inc. AIRPORT 5LVD.C7 ��a;0M 2,W PAA, Y 7C m O �� SANFOD, FLORIDA 32771 (nSA EC13002560/ V/ /O7 X Z A u] n: n m 6 hr-�I m M a F m N o v aIWTJ � n v � N Ro ,AI y C Z N N w � rn 10 C CA b to 00 01 00 �l aSO oa m tr r1i _ G1 70 M r rn v o M yr O3 ttt X X z r f\ � Q M Z d "ri n m Z� c - < z 70 M N X _ �M < < � 1-4 0 -4 C f''1 W T !S fi 4 n, i V f � , 9 M. F W � F r S P F w r t F • } w t F V y } r { '1 r 9 4 V F • F w F y F Y w � � e F • } F • i F W � i