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400 Lexington Green Ln (2)
fi �f Y''w i 5 ec C Q C C r-_ cc r- r C 7 r� co r, r r, L r- L. u S8"°52'35"E NW CORNER OF "LEXINGTON PARK" 4X4 0Q4Q M-Q4. LB 6387 I :1 W�ffi: D • D TRACT "B" COMMON AREA • D • D • D • D . D 226.79' Ln TRACT "B" NI COMMON AREA LOT 10 NOTE: PARKING AREA UNDER CONTRUCTION AT TIME OF SURVEY 9.94�' Z 0 0)C� rn 0 0 N �J Crl CO 9.94 RA C r "e' CO M NARA R 60.00' D' • 00 c• o• D � e• N D n e'• e• o• N89°57'21 "E 60.00' Cn 0 0 LOT 11 �l Crl 4,000 SF C° S89'57'21 "W 60.00' DENOTES SET 1 /2" I.R. CAP #LB 6387 Legal Description Lot 11, LEXINGTON PARK, according to the Plat thereof, as recorded in Plat Book 60, Pages 78 through 79, of the Public Records of Seminole County, Florida. Community Number: 120294 Panel: 0045 Suffix: E F.I.R.M. Date: 4/17/1995 Flood Zone: X Field Work: 3/26/2004 Completed: 3/26/2004 Certified To: Brunswick Properties, LLC; Homebanc Title Partners, LLC; First American Title Insurance Company; First Community Bank, its successors and/or assigns. Property Address: 400 Lexington Green Lane Sanford, Florida 32771 Survey Number: 0-127787 BOUNDARYSURVEY LEGEND - WOOD FENCE CENTRAL ANGLEVEL TA - x-x- WIREFENCE D.B. DEED BOOK F.N. NAIL D. DESCRIPTION OR DEED 0 PROPERTYCORNER D.H. DRILL HOLE 0 S17EBENCHAMRK DAVV DRIVEWAY M FIELD MEASURED ESMT EASEMENT C CALCULATED L.M.E LANDSCAPE MAINTENANCE EASEMEN r ELEV. ELEVATION F.F. FINISHEDFLOOR ENCR ENCROACHMENT F.C.M. FOUND CONCRETE MONUMENT ¢ CENTERLINE F.P.K. FOUND PARKER-KAL ON NAIL CONCRETE L LENGTH R PROPERTYLINE L.A.E. LIMITED ACCESS EASEMENT C.M. CONCRETEMONUMENT M.H. MANHOLE F.I.R. FOUNDIRONROD N.T.S. NOT TO SCALE F.I.P. FOUND IRON PIPE O.R. OFFIC4I1.RECORDS R4V RIGHT OF WAY D.R.B. OFFICIAL RECORDS BOOK N&D NAIL & DISC P.C.P. PERMANENT CONTROL POINT D.E. DRAINAGE EASEMENT P.R.M. PERMANENTREFERENCEMONUMENT U.E. UTXITYEASEMENT PG. PAGE FD. FOUND PVMT. PAVEMENT P PLAT P.B. PLATBOOK iv.\r•\'i\ ASPHALT P.O.B. POINTOFBEGINN/NG O.H.L. OVERHEADLINES P.O.C. POINTOF COMMENCEMENT P.P. POWERPOLE P.O.L. POINTONLINE TX TRANSFORMER P.C. POINTOFCURVATURE CA TV CABLERISER P.CC POINT OF COMPOUND CURVA TURE W.M. WATERMETER P.R.C. POINTOFREVERSE CURVE TEL. TELEPHONE FACILITIES AI. POINT OF TANGENCY ® COVEREDAREA R. RADIUS (RADIAL) B.R. BEARING REFERENCE R.O.E. ROOF OVERHANG EASEMENT CH CHORD SIR. SET 1RONR00 & CAP RAD RADIAL 77E SW SIDEWALK MR. NONRADAL TS.M. TEMPORARYBENCHMARK A/C AIR CONDITIONER T.O.B. TOP OF BANK B.M. BENCH MARK T YR 71YPIC4 C.B. CATCH BASIN W.C. WITNESSCORNER C. CALCULATED E.O.W. EDGE OF WATER ® WELL ® WOODDECK ® CONC. BLOCK WALL TYP.0 EXISTING ELEVATION GENERAL NOTES: 1) LEGAL DESCRIPTION PRO VIDEDaYOTHERS 2) THE LANDS SHOWN HEREON WERE NOTABSTRACTEDFOR FDA SEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT 3) UNDERGROUND POR77ONS OFFOOTINGS, FOUNDATIONS OR 0THER IMPROVEMENTS WERE NOT LOCATED. 4) WAL L TIES ARE TO THE FA CE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCTBOUNDARYLINES 5) NOT VALID WITHOUT THE SIGNATURE & ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYORAND MAPPER 6) DAL YVISIBLE ENCROACHMENTS LOCATED. 7) NOIDENTIFICATTONFOUNDONPROPERTYCORNERSUNLESSNOTED. 6) DIMENSIONS SHOWNAREPLATANDMEASUREDUNLESS 07HERMSE SHOWN. 9) FENCE OWNERSHlPN07DETERMINED. 10) ELEVATIONSIFSHOWNARE&ISEDUPONN.G.V.D.UNLESS OTHERWISENOTED. 11) BEARINGS REFERENCED TOLINENOTEDASB.R. 12) THISSURVEYDEPICTEDHEREFORMSACLOSED GEOMETRICFIGURE 13) NO UNDERGROUND IMPROVEMENTS ORVISIBLEINSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 14) SEPTIC SYSTMSWERE NOTLOCATED8YSURVEYOR.LOCA77ONSHOWNISBASED ON OWNERS TES T/MON/ESAND SHOULD NOT BE USED FOR AS -BUILT PURPOSES I HEREBY CERTIFY THAT THIS BOUNDARYSURVEYISA 77?UEAND CORRECT REPRESENTATIONOFASURVEYPREP DERMYDIRECTION. SIGNSTA FFLORIDA IG M01 URVEYOR & MAPPE 0. 3762 SIGNED STATEOFFLORIDA W/LLIAMD.TUSING LAND SUR✓EYOR&MAPPER NO.6148 THIS SURVEYIS INTENDED FOR MORTGAGE OR REFINANCEPURPOSES ONLY. EXCLUSIVELY FOR 7HIS USEBY THOSE TO WHOM 1T /S CER77F.�E0. TH1S SURVEYIS NOT TO BE USED FOR CONSTRUCTION, PERMITTING, DESIGN ORANYO7HF_R USE WITHOUT THE WRITTEN CONSENT A- 1001 NORTH ORANGE ORL9►NDO, FLORIDA 32$01 REVIEWED By: Sanford Fire Prf enton iv, Date: z tZf JUN ( DESIGN REQUIREMENTS CONSTRUCTION TYPE VI UNPROTECTED A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD 13 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORT. FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING SEE WINDOW AND DOOR REQUIREMENTS STRUCTURAL DESIGN SERVI' '-ES 531 South-S.' R434 Suite 2005 SDS Altamonte Springs, FL'327-14 Phone (407) 290-2799 fax (4077) 290-2953 MAy 16 2004 KEN EHLERS LICENSED PROFESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 6243 AI-TrNTE, SPIRINGS, FL. 32714 PELA- 1Q 43 j M O Is 02 4/3 0/021 NOTE GENERAL NOTE5 I. IT 15 THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURI5DICTION OVER THI5 TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITES PRIOR TO cOMMENGING AORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO GOMMENGING AORK. 5. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED ARITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS 5HOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE AORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6. 5U55URFACE 501L CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2500 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING AORK. 1. THE OWNER WILL PROVIDE CONTRACTOR WITH A 501L'5 INVESTIGATION REPORT AND ANALYSIS. ALL REWIREMENT5 FOR THE SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 5. IT 15 THE CONTRACTOR'S SOLE RE5PON515ILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. Lj U V) 0 L w S � !n Q 5YMBOL5 U5ED AS ABBREVIATIONS ANGLE MH MANHOLE ¢ GENTER LINE MAS MASONRY © GOP rRIOHT MAX MG MAXIMUM MEDICINE GABINET 4) ± DIAMETER PLUS OR MINUS t-'IET METAL PROPERTY LINE MN MIGRONAVE d PENNY MIN MINIMUM MIR MIRROR A55REVIATION5 M15G MISCELLANEOUS MO MA50NRY OPENING AB ANGHOR BOLT MULL MULLION ABV. ABOVE AFF ABOVE FIN15HED FLOOR AD.J ADJAGENT NOM NOMINAL A/G AIR GONDITIONING NIG NOT IN GONTRAGT ALT ALTERNATE NTS NOT TO SGALE ALUM ALUMINUM NO NUMBER B5MT BASEMENT OG ON GENTER, (5) BRG BM. BEARING BENGH MARK OPG OPENING BLK BLOGK 00 OUTSIDE DIAMETER BD BOARD OA OVERALL BOT BOTTOM OH OVERHEAD BLDG BUILDING PNL PANEL, (ING) GAB GABINET PTN PARTITION GPT GARPET PVMT PAVEMENT G5MT CASEMENT PLND PLYWOOD GLG GEILING PH PHY51GALLY HANDIGAP GER GERAMIG PT POINT GT GERAMIG TILE PVG POLYVINYL GHLORIDE GIR GIRGLE PGF POUNDS PER CUBIC FOOT GLR CLEAR, GLEARANGE PLF POUNDS PER LINEAR FOOT GOL. COLUMN }--15F POUNDS PER 5QUARE FOOT GONG GONGRETE: PSI POUNDS PER SQUARE INGH GMU GONGRETE MA50NRY UNIT PREFAB PREFABRIGATE, (ED) GONST GON5TRUGTION PFN PREFINI5HED GONT GONTINUE, GONTINUOU5 PL PROPERTY LINE GONTR GONTRAGT, GONTRAGTOR Q r QUARRY TILE DH DOUBLE HUNG DL DEAD LOAD F?-&D RAPIU5 OTL DETAIL REG REGE55, (ED) DIAL DIAGONAL REF REFRIGERATOR PIA DIAMETER REINF REINFORGE, (ED), ONO) DIM DIMEN51ON I,<s�Q'D REQUIRED ON. DOWN RA REV RETURN AIR REVISE, (5), REVISE, (ED) 05 DOWNSPOUT RH RIGHT HAND ON6 OF DRAWING DRINKING FOUNTAIN RON RIGHT OF WAY DN 0I5HNA5HE:R R R/5 R15ER ROD AND SHELF EA. EACH i�" D RO ROOF DRAIN ROUGH OPENING EF EAGH FAGE EN EAGH NAY ELEG ELEGTRIG, (AL) 5 SHELF, SHELVING ENG ELEGTRIG HATER GOOLER ct',H 5GHEOULE ELEV ELEVATION (VERTICAL HEI(5HT) 51GT 5EGTION EQ EQUAL 514T SHEET EXH EXHAUST 5H 51NOLE HUNG EJ EXPANSION JOINT 5M SIMILAR EXT. EXTERIOR 5G SOLID GORE FA FIRE ALARM 5P SPK SOUNDPROOF SPEAKER FE FIRE EXTINGUISHER 5PEG 5PEGIFIGATION FPL FIREPLACE 51,�2 SQUARE IXT FIXTURE FLOOR, (IN6) 55T 5TAINLE55 STEEL FIX LR FD FLOOR DRAIN 5 T STANDARD STEEL FLUOR FLUORESGENT `-O 51 STORAGE FTG FNO FOOTING FOUNDATION `� ? STORM DRAIN FR FRAME, (D), (ING) ` i STRUGTURAL FUR FURRED, (ING) ` rN SYNTHETIG SY5 5Y5TEM GA 6A6E, GAUGE 6ALV GALVANIZED TELEPHONE 6L GLASS, GLAZING TELEVISION CLAM 6LUEP LAMINATE -Ti-IK THIGK, (NE55) 65 6RAB BAR TOA TOP OF ARGH GYP. BD. GYPSUM NALLBOARD Ti16 TONGUE AND GROOVE 113 TOWEL BAR HDR HEADER T TREAD HVAG TYPIGAL HT HEIGHT HG HOLLOW GORE U1110 UNLE55 NOTED OTHERNISE HORIZ HORIZONTAL U_' URINAL HB HOSE BIBB NA3 VAPOR BARRIER INGL INGLUDE, (ED), (IN6) VERT VERTICAL ID IN51DE DIAMETER VT VINYL TILE IN5UL INSULATE, (ED), (IN(5) INT INTERIOR Wi•f HATER HEATER vl<, HATER GLOSET JT JOINT VII' WATERPROOFING OR HATER RESISTANT LAV LAVATORY !IINF MELDED HIRE FABRIG LH LEFT HAND WIN NINDON LT LIGHT K10 WITHOUT LN LI6HTNE16HT NV NI WOOD NROU6HT IRON LTL LINTEL LL LIVE LOAD ���eeeee•� •♦ a ♦��♦ a �. �• •�4•e�iS•ei . i�ii1�11li11�t1.4NCoRETE"' •CK , RATED POOR NUMBER DETAIL- NUMBER SHEET NUME3F, — DETAIL NUMBER SHEET NUMBER ELEVATION NUMBER VIEW ORIENTATION AINOOA NUM5ER BUILVING SECTION TAG DETAIL KEG( R,I)ITERIOR ELEVATION KEY SAN�OR1�, I=LORI�A PROJECT NO. 12502 OCCUPANCY/GROUP: B - BUSINE55 CONSTRUCTION TYPE TYPE V (UNPROTECTED) UN-SPRINKLERED BUILDING DESCRIPTION : PROFESSIONAL OFFICE CENTER TABLE 500 (SBC 2001) ALLOWED CODE PROPOSED BUILDING MAX. NO. OF 5TORIE5: 2 2 MAX AREA PER STORY: 14,000 S.F. 4,ag3 S.F. TABLE 600 PARTY AND FIRE WALL 4 N/A INTERIOR BEARING WALLS 0 0 INTERIOR NON -BEARING PARTITIONS O 0 COLUMNS 0 0 BEAMS, GIRDERS, TRUSSES 0 0 FLOOR / CEILING CONSTRUCTION 0 0 ROOF / CEILING CONSTRUCTION 0 0 EXTERIOR BEARING WALLS 0 0 EXTERIOR NON -BEARING WALL5 0 0 STAIRS / SHAFTS O 0 NOTE : (FOR REFERENCE) CHAPTERS IN LIFE SAFETY GORE ARE TO INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: CHAPTER 4 CLA551FIGATION OF OCCUPANCY 5 MEANS OF EGRE55 6 FEATURES OF FIRE PROTECTION -7 BUILDING 5ERVIGE AND FIRE PROTECTION EQUIPMENT 26 NEW BUSINESS OGGUPANGIE5 * GENERAL AREA MODIFICATION APPLIED 5BCC 402.5.2 1 = 4/5 [ 100 ( F/P -0.25 ) 1 I = Percent Increase of unsprinklered areas F = Building perimeter, in feet, which fronts on streets, public spaces or horizontal separation not less than 50 ft. Aide. P = Total perimeter of building In feet. OANR: CYR BUILDING AND DEVELOPMENT, INC. 625 MAIN STREET, 5U I TE 20 KNDERMERE, FLORIDA 54i86 ARCHITECT: THE EVAN5 GROUP, INC. 1001 N. ORANGE AVENUE ORLANDO, FL 52801 (40-0 650-8i70 COVER I Ni;)EX Of i�RAAI N675 NUM A I ®l FLOOR FLAN 14�:2 ROOI FLAN A5 EXTERIOR ELEVATIONS AA EXTERIOR ELEVATIONS A5 5U 1 L1;� I NCB SECT I ON5 A& HALL SECT I ON5 g w zo DESIGN REQUIREMENTS CONSTRUCTION TYPE VI UNPROTECTED ¢ A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD p IS 60PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE �" O FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. 1. BASIC WIND SPEED - 120MPH. ¢ 2. WIND IMPORT. FACTOR - 1.0 — 3. WIND EXPOSURE - CATEGORY (B) z 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18HEIGHT AND EXPOSURE ADJUSTMENT COEF 5. COMPONENTS ND CLADDING : (+1.0) o . SEE WINDOW AND DOOR REQUIREMENTS �u STRUCTURAL DESIGN SERVICES o Z 531 South S.R. 434 Suite 2005 z, z Altamonte Springs, FL 32714 SDS Phone (407) 290-2799 z ri } o fax (407) 290-2953 a KEN EHLERS FL LICENSED PROFESSIONAL ENGINEER c� 531 South S.R. 434 SUITE 2005 0 ALTAMONTE SPRINGS, FL. 32714 0 PE # 182-43 �Y 2004 ,14 ' ¢ w M Z > 0 Q w CO N O Q � O OD = fY LL O h Ln � tD n Z o Z O 0 d0' X O V LL z z z Q n U I—' U I� t— T_ U Q SH'LLI 19 4/30/02 fl m I 2001/12OMPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101AS2 2/97 ® COMPONETS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF / -34.7 PSF 2001/12OMPH EXTERIOR DOOR REQUIREMENTS GARAGE DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE/OVERHEAD AND EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606, LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED MIN REQ. OF +24.8 PSF/ -32.6 PSF OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +23.03 PSF/ -28.96 PSF ! F urufZ' ! I FOUNDATION/CMU MASONRY NOTES ! NOTE: CONTRACTOR TO VERIFY THAT ALL FOOTINGS REQUIRED BY TRUSS MANUFACTURER OR STRUCTURAL FRAMING - i ARE REFLECTED ON FOUNDATION PLAN PRIOR TO CONSTRUCTION I !7 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE. -- 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318. I - 3. CONCRETE 28 DAY STRENTGH SHALL. BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE. I I 4. 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH OR 6X6 10110 WWM OVER 6MIL VAPOR BARRIER OVER I I CLEAN COMPACTED TERMITE TREATED SOIL. I 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM I 12" BELOW FINISH GRADE 6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT' B SHALL BE 95 DOWEL BARS W/ A MIN S I-0 HOOK LOCATED AS SHOWN J h ON PLANS. LAP VERTICAL BARS TO DOVVELS(SEE MASONRY NOTES) t I FOOTING.CORNER �j BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE I � 2 ! 7. 1. IF STEMWALL IS USED AND EXCEEDS 32", FILL ALL CELLS WITH u GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX. 2. IF STEM WALL EXCEEDS 48", FILL ALL (.;ELLS WITH Z }- D GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX N Q NZ j ! Q. AND 1 #5 HORIZONTAL @ 24" O.C. IN U-BLOCK AND POUR PRIOR TO BACKFILL EXCEPT TOP COURSE Q ! ! IF STEMWALL EXCEEDS 72" CONSULT WITH ENGINEER OF RECORD E� I - 130 .... 8. TYPICAL- FILLED CELL WITH 1#5 ( ! 6' O.C. MIN AND AT EACH SIDE OF 1 AN OPENING `a+' 9. EXTEND FOOTING S' FOR 4" BRICK/STONE VENEER W A ADD CORRUGATED (GALV.) WALLTIES (J1 0 ( DEPARTMENT $Y THE LICENSED PEST O.C. HORIZONTAL SPACING 18" O.C. VERTICAL SPACING Q ^ - SOLID FILLED CMU COLUMN 10. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDINGrF 4 ST CONTROL COMPANY Q v 1 ( �- ' I I CELL WITH IN COMPLIANCE WITH SECTION 1816.1.7 OF THE FBC 2001 EDITION, O N N I N 1" A5 ~ /7y TYPICAL FSLOPE 1#5 D 11. IF FILLED CELL WITH 1#5 IS MISSED RETRO 1#5 IN SLAB/FOOTING WITH 6" EPDXY EMBEDMENT MIN 25" LAP 12. IF J-BOLT IS MISSED USE (1) 5/8" X 8" WCOGE ANCHOR O 03 13. ALL CONTINUOUS STEEL TO HAVE MIN 2.7 LAP 14. ALL CONCRETE WITHIN 2' OF PERIMETER OF STRUCTURE --7 q TO BE TERMITE TREATED ��-'- L. NIL OF CANTILEVER ' z '2 10 15. ANY CMU WALL ABOVE 12' MUST HA\i 1#5 CONTINUOUS HORIZONTAL ROOF mil/ I IAfPI o - a "g_ 16" DEEP CONCRETE PAD - I WITH 1#5 REBAR 6" O.C. I EACH WAY I ( Q Q w z NOTE: CLEAN COMPACT ED SOIL ONLY. S TERMITE TREATMENT AND CONCRETE TO BE ADDED AT INTERIOR BUILD OUT. ! rF 1 _! < o0 A5 t' L DENOTES 1 #5 VERTICAL IN ! at -all CONCRETE CONCRETE FILLED CELL I ! !I I MTiL Qz LU I j Q DESIGN REQUIREMENTS - F3 CONSTRUCTION TYPE VI UNPROTECTED z F2 Z Q A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD 1fA5j IS 60PSF z B. ROOF LIVE LOAD IS 20 PSF A5 v NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET STRUCTURAL DESIGN SERVICES tn OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE 531 South S.R. 434 Suite 2005 w FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. Altamonte Springs, FL 32714 0 1. BASIC WIND SPEED - 120MPH. _ Phone (407) 290-2799 0 2'-'I" 14'-10" 'I'-711 3'-4" l0'-D" 3'-4" i'-7" 14'-10" 2 2. WIND IMPORT. FACTOR - 1.0 fax (407) 290-2953 Q -- 3. WIND EXPOSURE - CATEGORY (B) co 000ZZZ 1� 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, � p 62) ENCLOSED BUILDINGS= 018 KEN E SI S a � TABLE 6-7, PG' . LICENSED PROFESSIONAL ENGINEER � ~ -- HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 2 11 5. COMPONENTS AND CLADDING 531 South S.R. 434 SUITE 2005 E SEE WINDOW AND DOOR REQUIREMENTS ALTAMOINTE SPRINGS, FL. 32714 c� FEE # 18243 2004 ti b FOUNDATION PLAN $lis ,�-- O 43 SCALE: 1I4" = i'-O" � �a A RUEAti TAEBULArTION FIRST FLOOR 5,558 5.F. FRONT PORCH 86 S.F. 5TOR./MEOH.LOFT 1,549 S.F. TOTAL 4,aa3 5.F. ul z w o Q CO N W (7 O acc ° O x 0 U. O o ^ In O z O z Q V) 0 O Oqt taL z z z �n Ld r� I� U IJ r T U Q SHEET Al 4/'30/02 I 2'-7" 5 N PANEL P1 PANEL P2 IN 0 O 5H 25 SOLID FILLED CMU COLUMN TYPICAL FILLED CELL WITH 1#5 (2) 5H 25 C.`3(:�) 2'-7" I 14'-10" 6 P14T1® O' ;(2" - -a T c 5H 25 5H 25 SH 25 FT ;t (2)3050 FRENOH 2" Recessed Door Headers (8"x14", Composite) U-Precast Lintel (8"X16" composite) Mark Nominal Door Filled I Filled Filled 5H 25 (5(�) '71-711 Total Allowable Superimposed Load - Pounds Per Linear Fo Mark O.Nominal Total Filled Filled Filled Clear Lintel (1)#5 T&B (1)#5T(2)#5B (2)#5 T & B Span Span C D E L-1 1'6" 2-10" 12374 '12591 12867 L-2 2'2" 3'6" 8488 1 8680 8871 L-3 2'8" 4'0" 6868 1 7023 7178 L-4 3'2" 4'6" 5772 5902 6033 L-5 4'0" 5'4" 4546 1 4649 4753 L-6 4'6" 5'10" 4028 1 4120 4212 L-7 5'2" 6'6" 3382 3460 3538 L-8 6'2" 7'6" 2908 2975 3042 L-9 7'0" 8'4" 2548 2607 2666 L-10 8.0" 9'4" 2215 2267 2319 L-11 9'2" 10,6" 1918 1936 2009 L-12 10-0" 11'4" 1749 _1790 1832 L-13 112" 12'6" 1554 .1591 1628 L-14 12'0" 13'4" 1438 1 1473 1 1507 L-15 12'8" 14'0" 1356 1 '1389 1 1421 L-16 (P. .) 13'4" 14'8" 1395 1 '1448 1512 L-17 (P. .) 14'0" 15'4" 1326 '1376 1437 L-18 (P. .) 16'0" 17'4 1153 '1197 1250 L-19 (P. .) 18'0" 19'4" 1019 '1057 1104 L-20 (P. .) 18'8" 20'0" 980 -1017 1063 L-21 (P. .) 20'8" 21'4" 880 913 954 L-22 (P.I.) 22'8" 24'0" 740 775 1 801 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. Total Allowable Superimposed Load -Pounds Per Linear Foot No. Clear Size (0)#5B,(1)#5 (1)45T(1)95 (1)#5B,(2)#5T Spar Width B C D D-1 2'-4" 2'-0" 7980 8199 8426 D-2 2'-8" 2'-4" 6790 7015 7168 D-3 2'-10" 2'-6" 6320 6539 6642 D-4 3'-0" 2'-8" 6018 6124 6288 D-5 T-4" 3'-0" 5391 5432 5631 D-6 4'-4" 4'-0" 4956 4049 4198 D-7 5'-4" 5'-0" 3138 3267 3340 D-8 6'-4" 6'-0" 2650 2755 2855 D-9 8'-4" 8'-0" 2026 2078 2130 Total Allowable Superimposed Load -Pounds Per Linear Foot No. Clear Size (0)#5B,(1)#5 (1)45T(1)95 (1)#5B,(2)#5T Spar Width B C D D-1 2'-4" 2'-0" 7980 8199 8426 D-2 2'-8" 2'-4" 6790 7015 7168 D-3 2'-10" 2'-6" 6320 6539 6642 D-4 3'-0" 2'-8" 6018 6124 6288 D-5 T-4" 3'-0" 5391 5432 5631 D-6 4'-4" 4'-0" 4956 4049 4198 D-7 5'-4" 5'-0" 3138 3267 3340 D-8 6'-4" 6'-0" 2650 2755 2855 D-9 8'-4" 8'-0" 2026 2078 2130 GENERAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE 2001 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98). - N 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR ,•6 BUILDINGS AND OTHER STRUCTURES (ASCE 7-98). A O fA(& 2) CONCRETE: (� 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: i 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI i 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE .. 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 2500 PSI CONC. FILL 3.2 MINIMUM MASONRY UNIT STRENGTH: I 1250 PSI. CONCRETE PLACED IN FIELD) 3.3 MORTAR SHALL BE TYPES. >EE SCHEDULE FOR STEEL REINFORCEMENT [� kND TIE BEAM ABOVE 4) STRUCTURAL: 3OW FR I F-5 2001/12OMPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97 COMPONETS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF / -34.7 PSF 2001 /12OMPH EXTERIOR DOOR REQUIREMENTS GARAGE DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE/OVERHEAD AND EXTERIOR DOORS 0,--\ SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND B NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606, LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED O MIN REQ. OF +24.8 PSF/ -32.6 PSF OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +23.03 PSF/ -28.96 PSF 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 �� S• ~ STD 180D HOCi'_ @ EACH END OF STIRRUP W/2 1/2" LEG EXTENSION OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE) 2" PAST BEND. (_ YP) 5) CONTRACTOR: 5.1 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR I-% TO ORDERING/ INSTALLATION - C.'- O 1I/7' -7/32" STIRRUPS AT 4'-0" C-C (TIED OR WELDED) 6) CONTRACTOR: IT _ U c 6.1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF Z GARAGE TES: LINTEL IS LESS THAN 8X16 COMPOSITE D'-D" 1 % OF CANTILEVER O 1INIMUM COVIGE OF STEEL - 1.5" NOTE: EXTRA TIE BEAMS OR COURSES - - ",�E'QUIRED ooF - QIN. BEARING! AT EA. END - 4" BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH -TYPICAL LINTEL SECTION MAY BE USED TO SEPARATE DOORS AND WINDOWS '" 3OW FR i FROM TRANSOM ABOVE. TOP PRECAST TO BE G PRECAST CONCRETE SIZED PER PLAN. ANY RECESSED LINTEL MAY BE SUBSTITUTED FOR A STANDARD LINTEL OF THE SAME CONFIGURATION. I Q Q i zQ Liz o_® C-- - -- _--�QEz0NG1�--- MT u� 3'-4" 091 K P z � >i iIilll A ppN W z t F- _ . A iv a A5 I O� 4 DENOTES 1 #5 VERTICAL IN 2 CONCRETE FILLED CELL _ Lq �d G o �w . 13 5H 25 z (2) 5H 25 a 0 - - - o DESIGN REQUIREMENTS CONSTRUCTION � � - CONSTRUCTION TYPE VI UNPROTECTED Z A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60PSF B. ROOF LIVE LOAD IS 20 PSF - NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET STRUCTURAL DESIGN SERVICES `� a OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE 531 South S.R. 434 Suite 2005 T FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. Altamonte Springs, FL 32714 0 1. BASIC WIND SPEED - 120MPH. Phone (407) 290-2799 0 2,_-�, 2. WIND IMPORT. FACTOR - 1.0 fax (407) 290-2953 M4 3. WIND EXPOSURE - CATEGORY (B) m 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, O TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 KEN FREERS o a HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) LICENSED PROFF SS!ONAL ENGINEER m 5. COMPONENTS AND CLADDING 531 South S.R. 434 SUITE 2005 � IL SEE WINDO)N AND DOOR REQUIREMENTS ALTAMONTE SPRINGS, FL. 32714 c� PE # 18243 o } N � 3754 SQUARE FEET _ FLOOR PLAN 5GALE: 1/4" = 1'-0" • 2004 o E 1�I,�Y �. � 1n � q a � ON AR A TABULATION FIRST FLOOR 3,553 S.F. FRONT PORCH 56 5.F. STOR,/MECKL OFT 1,34q 5.F. TOTAL 4,gg3 S.F. w Z j Q o CO w N Z o O _ �LL 00 o 10 N m O n Z Z 0 p o J 0 X It U. V z z z Q 0- IJ rr U W f- T U SHEET 4130102 SPRING POINT = + 12'-4" 15R6. = + 11'-4" 5PRING POINT = + 12'-4" _ K 96 In X J Q LL- (n Ct - wLLI L' C V) Q. 15'-6 1 /2" AI_'nII A, --I I Mu I -)I -All Al--r 1 /1)" Is,'_A I/J" 5PRIN6 POINT = + 12'-4" 1 � Z 5:12 1 ( dR z� 1 Q- z 5PRIN6 POINT = + 12'-4" S iz o� a~ A u a� I x �l �< In j� a tE ROOF BRG.= + 20'-5 3/4" I3F:G+ I1'-4" -o �d f Ul 5PRING POINT = + 12'-4" DESIGN REQUIREMENTS I CONSTRUCTION TYPE VI UNPROTECTED Z S A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD — — — — — — — — — — — — IS60PSF j d ............. B. ROOF LIVE LOAD IS 20 PSF c� c NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET B:12 OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE ell-��� FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORT. FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, Q - TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+ .0 Fin 5. COMPONENTS AND CLADDING SEE WINDOW AND DOOR REQUIREMENTS s STRUCTURAL DESIGN SERVICES o r531 South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 0 Phone 407 290-2799 o Z fax (407) 290-2953 , F m KEN EHLERS LICENSED PROFESSIONAL ENGINEER m 531 South S.I. 434 SUITE 2005 ALTAMONTE SPRINGS, FL. 32.714 PE 18243 0 MAy 16 Z004 R00f= PLAN -18243 oQ� w z j Q o :0 (V w C7 a 0 c) o CC 0 co 00 _ z L+- z 0 0 o 0 5 0 0 x 1 z z z Q 0- •� u U W I r T_ U rr Q z o_ o /n y J o N I� Q a � aK o W � Z � !J O J a o �ll SHEET A2 4/30/02 ` '` 2001/12OMPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 7.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS I GLASS DOORS SHALL BE TESTED BY AN APPROVED 'ENDANT TESTING LABORATORY, AND BEAR AN AAMA VDMA OR OTHER APPROVED LABEL IDENTIFYING THE UFACTURER, PERFORMANCE CHARACTERISTICS AND 'ROVED PRODUCT EVALUATION ENTITY TO INDICATE 'LIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: 'INDOWS-ANSI/AAMA/NWWDA 101AS2 2/97 COMPONETS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF / -34.7 PSF 2001/12OMPH (TERIOR DOOR REQUIREMENTS E DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE/OVERHEAD AND EXTERIOR DOORS WALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606, LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED MIN REQ. OF +24.8 PSF/ -32.6 PSF OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +23.03 PSF/ -28.96 PSF 5/4" .T. �D 1E kMB TRIM s 0 SCALE: 1/4" = 11-'0" 0 I� . I -L p 1 I- < 1.�,,.- 4 C1 �._` v...-. w Q 12 �L i i �� T{^ � ��Y _ _. i _ j�L.� I GOMP051TE 5HINGLEs }� - - _ ROOF BRG 22 O 3/4 Q s... - - F - - - - - --- - - - _ _ € I = _ �Q _ _ _ _ __ _ _ DORMI_R ROOF BRG. + 20 -5 3 4 F D w DORMER wIN�O ]II Ll HARDIE BOARD LAP SIDING il - \ ' I E JI -o L ' �L �6j II�2 METAL- r --I �.-- �-, D € I Jr.� :; ,, � e _ RIP EDGE OVER Ix2 F.T. - �.m _�_...;. �E. .�(.. �I�. � NAILER OVER 14 AND 2 8 WOOD -LL I k l FASG I A QI H I L11L1- � _ _... .- � .�.. a h ;_-i .��....f �� 5 � '.��.....�,... ��....�._i.. _ . °€ .e.,�- �.._. � If SPRI N<"a PO I NT= + 12,_ 4,,y-,l L Ll j} Hf �t J:. - _ _ _ 'ZND_FLOOR - - - I - - - - - - - 1 _ _ ROOF -BRG = + I P-4" _ o :: —` DECORATIVE WOOD BRACKET5 -.. -.-... .. ....... ........: .s .-......... : -T.-: ::. ....:........................-............... -:...........-....................._.r- :............ ..............: ::.. .,................:.. .........:....... . :....,.. ..................... +S,_O�, z o .URETHANE COATED DECORATIVE :..... LLU :�,.r.m GUL.TU zE NE HEAD \-- FOAM TRIM W/ STUCCO i=1N15H f � � .. � ` D AND JA1viB TRIM f D STO a Q ., I ! ....................._ i ( _ ALUMINUM WINDOW FRAME .......o ....- .. Li O HARD I E BOARD RD LAP SIDING ..".': - " ..: BR 0 w 0. ...._ . -._ ....—... _.� .�_. _ IG K SILL. -.::........m n,.:. -.... ........ .... .... I :.... BRICK VENEER. OVER 8 GMU y FIN. FLOOR + O _ O z 4 u DECORATIVE BALUSTRADE pEGORATIVE LIGHT FIXTURE STRUCTURAL DESIGN SERVICES o' iE u DESIGN REQUIREMENTS i 4 DECORATIVE COLUMN 531 South S.R. 434 Suite 2005 CONSTRUCTION TYPE VI UNPROTECTED Altamonte Springs, FL 32714 ¢ Q A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD SDS m IS 60PSF Phone (407) 290-2799 B. ROOF LIVE LOAD IS 20 PSF fax (407) 290-2953 VA7 I 0N NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE KEN Ei-iLERS � E FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. LICENSED PROFES,S!ONAL ENGINEER 1. BASIC WIND SPEED - 120MPH. 531 S01-41 S.R, 434 SUITE 2005 SCALE: V4" = r-oll 2. WIND IMPORT. FACTOR - 1.0 ALTAMON i E SPRINGS, FL. 32714 N � 3. WIND EXPOSURE - CATEGORY (B) PE # 18243 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, �} s TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18�;;'i HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) , 5 MPONENTS AND CLADDING SEOE WINDOW AND DOOR REQUIREMENTS 243 o u W z > a o CO N W C9 Z O a 0 O co N � z LL O z � o Or a = O f� X Iq U. z z z Q As A n w rK I U w _T U r1 Q sQv ' U1 N � w U z o .1 !� Q LL r- a_ 0 Q= LOT H SHEET 4/3 0/02 ------------- - ------- - 1 "- BRICK VENEER OVER 8" GMU \— DEC;ORA111VE FAUX LOUVER COMPOSITE SHINGLES DORMER WINDOW - HARDIE BOARD LAP 51DIN6 METAL DRIP EDGE OVER Ix2 P.T. NAILER OVER Ix4 AND 2x8 WOOD FASCIA 5PRIN6 POINT = + 12-4" 2ND. FLOOR = + I2'-0 5/4" }GOOF BRG = + 11'-4"— DECORATIVE WOOD BRAGKET5 TOP OF DOOR/WINDOW = +8'-O" URETHANE COATED DEGORATI VE FOAM TRIM W/ STUCCO FINISH CULTURED STONE HEAD AND JAMB TRIM ALUMINUM WINDOW FRAME HARDIE BOARD LAP SIDING BRICK SILL BRICK VENEER OVER 8" GMU FIN. FLOOR = + O'-O" _ - -- - — 2001/12OMPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97 COMPONETS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF / -34.7 PSF 2001/12OMPH EXTERIOR DOOR REQUIREMENTS GARAGE DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE/OVERHEAD AND EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606, LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED MIN REQ. OF +24.8 PSF/ -32.6 PSF OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +23.03 PSF/ -28.96 PSF As SCALE: 1/4" rz rf- CD L 4a � N �z z 00 12� 8 COMPOSITE SHINGLES Q - - - - - - ROOF BRG = + 22'-0 3/4" a - - - _ _ - -_ _ _ _ _ DORMI-R ROOF BRG. _ + 20'-5 3/4" DORMER WINDOWin ul HARDIE BOARD LAP SIDING 12 12 8 ' I METAL_ DRIP EDGE OVER Ix2 P.T. Li —I NAILER OVER Ix4 AND 2xS WOOD FASCIA SPRING POINT= + IZ-411 .2ND_FLOOR = + 12'-0 5/4" ROOF i3R(5 _ + 11'-4" tu LM _ 171:M.DECORATIVE wooD BRACKETS - - - - - - - - - - IL TOP OF DOOR/WINDOW = +8'-O" URETHANE GOATEID DECORATIVE zt FOAM TRIM IN/ STUCCO FINISH GULTURED STONE HEAD AND JAMB TRIM ALUMINUM WINDOW FRAME w o� HARDIE POARD LAP SIDING -...: .-::.... .... .,.. � .... BRICK L SIL a BRICK VENEER OVER a GMU z ................................ W �... ... FIN _ + 0'-0" W DESIGN REQUIREMENTS STRUCTURAL DESIGN SERVICES o Z z CONSTRUCTION TYPE VI UNPROTECTED 531 South S.R. 434 Suite 2005 Q A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD Altamonte Springs, FL 32714 z m IS 60PSF SDS Phone (407) 290-2799 5 B. ROOF LIVE LOAD IS 20 PSF fax (407) 290-2953 m NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET 17� OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE KEN EHLER S v REAR .I.—FLORIDA ® � 1 ®� FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. LICENSED PROFESSIONAL ENGINEER �( -1. BASIC WIND SPEED - 120MPH. 531 SOU'll S.R. 434 SUITE 2005 0 2. WIND IMPORT. FACTOR- 1.0 ALTAMONTE SPRINGS, FL. 32714SC, 11 - �� 3. WIND EXPOSURE - CATEGORY (B) PE 4 18243 � �E' 1/4 I '® 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, MAI2U0 TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.-• (+1.0) 5. COMPONENTS AND CLADDING8243 O SEE WINDOW AND DOOR REQUIREMENTS W Z W > OoO Q N W 0 Q z d G n c 00 O -1 O o = LL. ^ to OC p 0° t0 n O z z 0 O LaL z z z Q J I1 I �J cC U w_ Z U r� Q U) z O o V IL 0 N r� VI 0 { OW JU o� lLu ul Q" L) u� Ld L/ 4 z ¢ 0 w o f-- e o a 0 4/3 0/02 ... ... ....... .. . IF OVER OPENINGS USE 1/4"x3 1/2"x3 1/2" STEEL ANGLE MIN. 3" PAST ENDS IF OVER OPENINGS USE 1/4"x3 1/2"x3 112" STEEL ANGLE MIN. 3" PAST ENDS 8"x16" CONC. BLOCK TYPICAL #5 BAR MIN LAP 8"x16" CONC. BLOCK 25" IN FILLED CELL BRICK VENEER TYPICAL #5 BAR MIN LAP (SEE FLOOR PLAN) 25" IN FILLED CELL WEEP HOLES @ 48" O.C. (SEE FLOOR PLAN) MIN 2" BELOW FINISHED FLOOR 3/8" EXP. JT. TYPICAL 3/8" EXP. JT. rr 1" AIR SPACE WITH BRICK TIES TYPICAL 4" 2500 PSI CONC. SLAB 16" O.C. VERTICAL 32" O.C. W/ FIBERMESC OVER HORZ. NOT TO EXCEED 3 SQ. 4" 2500 PSI CONC. SLAB 6 MIL VAPOR BARRIER FT. PER TIE W/ FIBERMESC OVER a fln ON CLEAN WELL COMPACTED ° — 6 MIL VAPOR BARRIER TERMITE TREATED SOIL s ON CLEAN WELL COMPACTED m ° TERMITE TREATED SOIL VOID FILLED W/ MORTER o $ /\/\\/ /��\\ \ /\ /�\/�jyiy�\/wi` 'a BELOW GRADE %77117 /\//\`//\`/ / i/\, \\i i\\/iUj \\ i., iil� ice✓ Hal%<�H<'�' VAPOR BARRIER i��'% i iv�� ���i�% .. W '"�� 1���� ����Z� VAPOR BARRIER i iKi� H i i iivy✓ COMPACTED FILL - �i , 3T4; w 7 !/ail Ij COMPACTED FILL w w CONT. CONCRETE FOOTING l 24" I STD. ACI HOOK za I SEE PLAN FOR REINF. W/ 4#5 REBAR CONT. SEE P CONCRETE FOOTING L STD. ACI HOOK SEE PLAN FOR REINF. W/ 4#5 REBAR CONT. (2) TOP (2) TOP (2) BOTTOM (2) BOTTOM 1 TYPICAL FOOTING 2414 TYPICAL FOOTING 2414 WITH BRICK VENEER WITH BRICK VENEER TYPICAL 2X4 STUD CONSTRUCTION SLAB W/ 6x WITH2 X2 WASHER AOND NUT 10110 W.W.M. OR FIBERMESH /— 8„ MIN ASSUMED GRADE 2 #5 BARS MIN 25" LA i-I I I I 12 — 6 VAPORMIL BARRIERFII • • I II CLEAN, COMPACTED —III—III—H — TERMITE TREATED FILL 16" F3FOOTING DETAIL 16" X 20" GRAD! 00 1 #5 CONT 8,' MONOLITHIC THICKENED EDGE \' ✓ 811 v Q'f 8X8X16 CHAIR BLOCK @ SLAB PERIMETER 0 ((2 # 5 'S 16" LONG A�OVE CHAIR BLOCK PIPE THROUGH STEMWALL (2) # 5 ,S VERTICAL @ 16" O.C. I TO FOOTING BELOW F5 PENETRATION DETAIL N.T.S. 1/2" DRYWALL 11 PRESSURE TREATED SHIM ,-DOOR FRAME TO BLOCK -THRESHOLD BELOW `EXTERIOR DOOR 8" CMU -- TYPICAL # 5 VERTICAL ANCHOR DOOR JAMBS TO GROUTED CMU MASONRY WITH TAPCONS 114 FIND. X MIN 2" PENETRATION INTO C.M.U. CONT. CAULK BE AND 1 1/4" INTO PRECAST THRU DOOR FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT JAMB AT EXTERIOR DOOR N.T.S. 112" DRYWALL SILL BELOW ALUMINUM] VINYLWINDOW 8" CMU I T FM U. ETE SILL BELOW TYPICAL # 5 VERTICAL WINDOW BUCK TO GROUTED CMU WITH TAPCONS PRESSURE TREATED SHI MIN 2" TION INTO C.M.U. " INTO PRECAST THRU WINDOW FRAME CONT_ CAULK BEA 6" FROM EDGE AND 12" O.C. IF 1 112" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT WINDOW JAMB 8" CMU N.T.S. GARAGE DOOR TRACK PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH 1/2" RND. X 8' LONG A.B. @ TOP BOTTOM & MIDPOINT IJ PH GARAGE DOOR PRESSURE TREATED 1X2 TRIM 8" CMU_ # 5 VERTICAL GROUTED CMU CELLS PER PLAN GARAGE DOOR JAMB 8" CMU s DESIGN REQUIREMENTS 4 CONSTRUCTION TYPE VI UNPROTECTED Z O A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD 2 IS 60PSF - B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORT. FACTOR - 1.0 4 A 3. WIND EXPOSURE - CATEGORY (B) N 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 a z HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 2 5. COMPONENTS AND CLADDING 4 SEE WINDOW AND DOOR REQUIREMENTS 0 O H z ROOF 5RCv = + 22'-0 5/4" o TOP OF: WINDOW = + 20'-0 5/4" COMPOSITE SHINGLES m � - METAL. DRIP EDGE OVER Ix2 P.T. RP NAILER NAILER OVER Ix4 AND 2x8 WOOD � D FA5GIA , 4� __-- HARDIE HOARD LAP 51DING o ROOF f3RG = + 12'-4" FLOOR = + 12'-0 5/4" - _ ROOF ERG = + I METAL DRIP EDGE OVER Ix2 P.T. ° w� NAILER OVER Ix4 AND 2x8 WOOD FA5CIA TOF' O_F DOOR/WINDOW = +8'-O" URETHANE COATED DECORATIVE FOAM TRIM W/ 5TUCC0 FIN15H CULTURED 5TONE HEAD AND JAMB TRIM IL 2 0 ALUMINUM WINDOW FRAME �s j 4 BRICK 511_L o BRIc�K VENEER OVER 8" CMU z � FIN. FLOOR, ;= + O'-O" �' o � V - 4" GONG. 5LAB z SEE STRUG'r. I7N55 SCALE: 1/4" = P-O" o m STRUCTURAL DESIGN SERVICESW z 531 South S.R. 434 Suite 2005 Q Altamonte Springs, FL. 32714 SDS } o Phone (407) 2',90-2799 fax (407) 290-2953 KEN EHLERS w LICENSED PIROI=ESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 0 3 ALTAMONTE SPRINGS, FL. 32714 lOQ4 PC # 18243 14 X 0 w Z W O Q CO N Uj M C9 Z 0 00 0 0 O LL tD \ C o = Z Or J ^ X O V LL V z z z Q n u CK I— U W T_ U Q IN S H I LT 4/30/02 V COMPOSITE 5HIN67LE5 OVER 50# FELT, OVEF 5/5" G.D.X. PLYWD. 5H TRU55E5 ® 24" O.G. HURRICANE ANCHOR v\evA zo Cm,,Q ,'� ��_FRA .IMC-1 _? L, --S—P_RING POINT = +12'-4 METAL DRIP EDGE Oti NAILER OVER Ix4 ANL FASG I A BEARING = +II'-4" GONT. 5" EAVE VENT DECORATIVE WOOD B URETHANE COATED Di FOAM TRIM W/ 5T000c HEARD I E BOARD LAP SIDING HARDIE BOARD TRIM BRICK ROWLOCK BRICK VENEER OVER SPACE OVER 5" GMU P 20 GA. GALVANIZED CORRUGATED METAL EVERY &TH. COURSE THROUGH WALL FLASH WEEP HOLES 9) 4'-0" C BRICK VENEER OVER E FINISHED FLOOR = O'-� r SCALE: 5/4" = 11 -0" INSULATION GYP. BOARD GEILING STRUCTURAL PLAN BEAM SIZE 4 =ORG I NG )RYWALL OVER P.T. IX ING STRIPS ® 24" O/G RIGID INSULATION )RATI VE BASE PER I .D. R FIN15H A5 �TED BY OWNER �NGRETE SLAB A5 PER ICTURAL DADS. ON 6 MIL �)R BARRIER SON TREATED, COMPACTED, AN 501 L DESIGN REQUIREMENTS CONSTRUCTION TYPE VI UNPROTECTED A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. AND 2003 REV. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORT. FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0,18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING SEE WINDOW AND DOOR REQUIREMENTS TYF i GA1. AALL SECTION , 5C,ALE: 5/4" = I' -Oil - METAL DRIP EDGE OVER Ix2 P.T. NAILER OVER Ix4 AND 2x8 WOOD FASG I A HARDIE BOARD LAP 51DINC7 OOMP051TE 5HINGLES OVER 50# FELT, OVER 5/S" G.D.X. PLYWD. SHEATHING ROOF BRG = + 11'-4" - METAL DRIP EDGE OVER Ix2 P.T. S NAILER OVER Ix4 AND 2x8 WOOD FASCIA 4 URETHANE COATED DECORATIVE N FOAM TRIM W/ STUCCO FINISH HARDIE BOARD LAP SIDING - CULTURED STONE HEAD AND JAMB TRIM z TOP OF DOOR/WINDOW = +&-0" o 0 pV� o° _ ALUMINUM WINDOW FRAME g m �Q o w BRICK SILL zo BRICK VENEER OVER 8" GMU i z S �p j 4 o FIN. FLOOR = + 0'-0" ` o v \ F - 4" GONG. SLAB z 5EE 5TRUCT. DW65 o � STRUCTURAL DESIGN SERVICES 531 South �i S.R. 434 Suite 2005 Altamonte Springs, FL 32714' z SDS Phone (407) 290-2799 fax (407) 290-'2953 ' f KEN EHLERS � 23 LICENSED PROFESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 0 ALTAMONTE SPRINGS, FL. 32714 PE # 18243 t )f1f1// i 18243 T o LU Z W > r O Q CO N W C7 Q n 00 O _ O1 LL 0 tD O a Z O Za � 0 It LLLL z z z J n Ili r� r U r _T U CK— Q SHEET A6 4/30/02 c cn M L' c _L me 2 v o a F rn� 5 � z vQ� c qp n in v e y�- V C3 W N -�w o Mow_ o� c Gay V � F N _3� W- C Q� o� �zi W � N m r F N O O U y in CA V Q N r_ n m n ti i 9 voc°- U •r .N. � U C 7 . qj ZJ L ro�to Q U Vi u 0)0 m � ti�Qf: m 0 � m E w .rn cr .0 R T O ca o E LEGEND WIRING DEVICES LIGHTING 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT 18" AFF, U.O.N. E EXIT SIGN, PENDANT MOUNTED ABOVE DOOR. SEE LIGHTING 125V AC 20 AMP DUPLEX RECEPTACLE NEMA 5-20R, WITH FIXTURE SCHEDULE FOR DETAILS. - GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT 18" A.F.F, E EXIT SIGN, WALL MOUNTED ABOVE DOOR. SEE LIGHTING U.O.N. FIXTURE SCHEDULE FOR DETAILS. 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5---20R FLUORESCENT LIGHTING FIXTURE. SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS, MOUNTED AT COUNTER HEIGHT. 125V AC 20 AMP DUPLEX RECEPTACLE NEMA 5-20R, WITH FLUORESCENT LIGHTING FIXTURE. SEE LIGHTING FIXTURE GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT COUNTER SCHEDULE FOR DETAILS. HEIGHT. EA FLUORESCENT LIGHTING FIXTURE WITH EMERGENCY BATTERY. 125V AC 20 AMP DUPLEX RECEPTACLE, NEMA 5-20R SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS. MOUNTED AT 18" AFF, U.O.N. SPLIT WIRED, RECESSED LIGHTING FIXTURE. SEE. LIGHTING FIXTURE 125V AC 20 AMP DOUBLE DUPLEX RECEPTACLE NEMA 5-20R SCHEDULE FOR DETAILS. WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT 18" WALL SCONCE LIGHTING FIXTURE. SEE LIGHTING FIXTURE A.F,F, U.O.N, Ck SCHEDULE FOR DETAILS, ZO 125V AC 20 AMP DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED AT 18" AFF, U.O.N, 6.0-01 FLUORESCENT STRIP LIGHTING FIXTURE WITH EMERGENCY BATTERY, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS. 125V AC 20 AMP DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED IN RECESSED CONCRETE RATED FLOOR BOX WITH P--0-.-- FLUORESCENT STRIP LIGHTING FIXTURE. SEE LIGHTING HINGED DOOR BRASS COVER PLATE. FIXTURE SCHEDULE FOR DETAILS. -- PENDENT MOUNTED LIGHTING FIXTURE. SEE LIGHTING FIXTURE 240V AC SINGLE PHASE 30A RECEPTACLE. MOUNTED AT 48" SCHEDULE FOR DETAILS. AFF. PROVIDE/INSTALL MATCHING PLUG IF REQUIRED, TRACK LIGHTING SYSTEM, COMPLETE WITH MOUNTING HARDWARE, ENDCAPS, HEADS, FEEDPOINTS, ETC. SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS. EMERGENCY BATTERY LIGHTING FIXTURE. SEE SCHEDULE FOR POWER AND WIRING DETAILS. 120/240V PANELBOARD AS SCHEDULED $ 125V OR 277V AC SINGLE POLE 20 AMP SWITCH, MOUNT AT 48" AFF. . 304 FUSED DISCONNECT SWITCH. NEMA 1 (INDOOR) OR NEMA 3R 125V OR 277V AC 3—WAY OR 4--WAY 20 AMP SWITCH. MOUNT 20 ..r (OUTDOOR). SINGLE NUMBER INDICATES NUMBER OF POLES, AT 48" AFF, TOP NUMBER INDICATES MAXIMUM AMPERAGE. BOTTOM $D 125V AC ON/OFF DIMMER SWITCH, MOUNT AT 48" AFF, INDICATES ACTUAL FUSING AS INDICATED OR AS DETERMINED RATED FOR WATTAGE CONTROLLED. ARCH€TECURAL SLIDE TYPE. FROM MANUFACTURER'S NAMEPLATE. 30 NON DISCONNECT $ 125V AC ELECTRONIC ON/OFF SLIDE DIMMER SWITCH, 3 —FUSED (NF) SWITCH, NEMA 1 (INDOOR) OR MOUNT AT 48" AFF, COMPATIBLE WITH DIMMING BALLAST NF NEMA 3R (OUTDOOR). SINGLE NUMBER INDICATES NUMBER OF POLES. TOP NUMBER INDICATES MAXIMUM AMPERAGE. � 125V AC ON/OFF 3—SPEED FAN CONTROL SWITCH. MOUNT AT 48" AFF, PROVIDE WITH DEDICATED NEUTRAL, JUNCTION BOX. CODE SLED FOR APPLICATION, RACEWAY CONCEALED ABOVE CEILING, IN WALLS OR EXPOSED. COMMUNICATIONS -- -- --- -- -- RACEWAY CONCEALED BELOW FLOOR, ROOF, OR GRADE. NETWORK DATA OUTLET. RECESSED DOUBLE GANG JUNCTION HOMERUN TO PANELBOARD, NUMBER OF ARROWS INDICATES q BOX WITH SINGLE —GANG MUD -RING AND BLANK PLATE AT NUMBER OF CIRCUITS, PROVIDE GREEN INSULATED 18" AFF, UON. PROVIDE 3/4" C WITH PULLSTRING TO GROUNDING CONDUCTOR IN ALL POWER AND LIGHTING ABOVE ACCESSIBLE CEILING. RACEWAYS, NOT SHOWN ON PLANS. `7 TELEPHONE OUTLET. RECESSED DOUBLE GANG JUNCTION GROUND BOX WITH SINGLE —GANG MUD --RING AND BLANK PLATE AT 18" AFF, UON. PROVIDE 3/4" C WITH PULLSTRING TO ABOVE ACCESSIBLE CEILING, FLOOR MOUNTED COMMUNICATIONS OUTLET. RECESSED FLOOR SINGLE ---GANG CONCRETE RATED BOX WITH SINGLE HINGED DOOR BRASS COVERPLATE, PROVIDE 3/4" C WITH PULLSTRING TO ABOVE ACCESSIBLE CEILING. TV TELEVISION OUTLET, RECESSED SINGLE GANG JUNCTION BOX AT 18" AFF, UON. PROVIDE 3/4" C. TO ABOVE CEILING, F—TYPE CONNECTOR WITH COVERPLATE AND (1)RG-6 TO EXISTING TTB. LIGHTING FIXTURE SCHEDULE LAMPS MARK DESCRIPTION DIFFUSER MOUNTING VOLT MANUFACTURER REMARKS Q-IY, WATTS TYPE A 20" X 48" FLUORESCENT 3 F32 T_g SEMI-- RECESSED 12QV LITHONIA T-8 LAMPS, 3200K 24 CELL PARABOLIC SPECULAR DRYWALL #20PM3F--332-24LD-120--GEB ELECTRONIC BALLAST B RECESSED DOWNLIGHT FLUORESCENT 2 26 DTT SEMI— SPECULAR RECESSED DRYWALL 120V LITHONIA #LF6-2/26DTT— 1 20—F602A C 4' FLUORESCENT 2 T-8 ACRYLIC WALL ABOVE LITHONIA T-8 LAMPS, 3200K WALL BRACKET F32 PRISMATIC MIRROR 120V #W-232-120—GEB—AE ELECTRONIC BALLAST D INCANDESCENT 1 60 A-12 GLASS SURFACE 120V CONTRACTOR'S CHOICE MUSHROOM E EMERGENCY — — LED RED UNIVERSAL E 120V LITHONIA PROVIDE ARROWS AS DIRECTED EXIT SIGN LAMS—I—W--R-120—ELN EM EMERGENCY BATTERY UNIT 2 12 INC. _ WALL AT 8' AFF 120V LITHONIA #ELM2-120 F EXTERIOR WALL AS 120V XXX, SUMMIT AVE SERIES WALL SCONCE INDICATED 2-453---NV--HN 0 RECESSED EXTERIOR FLUORESCENT 2 26 DTT GLASS RECESSED SOFFIT 120V LITHONIA LF6-2/26DTT-120—F6L4—GASKET CFL LAMPS, 3200K ELECTRONIC BALLAST B 8' FLUORESCENT INDIRECT 6 F32 T_g 18" PENDANT 120V LITHONIA T-8 LAMPS, 3200K LINEAR FIXTURE — FROM CEILING PRM3-332-8FTR8—GEB—DCT—F2/18—ACG ELECTRONIC BALLAST 1, FIXTURE SCHEDULE IS PROVIDED TO ESTABLISH A LEVEL OF QUALITY AND SET THE BASIS OF DESIGN FOR THIS PROJECT, ALTERNATE PACKAGES OF EQUAL. OR GREATER QUALITY WILL BE ACCEPTED ONLY FROM LIGHTNING PARTNERS, GENLYTE, WFLI, AND SESCO (ORLANDO), NO OTHERS WILL BE CONSIDERED FOR THIS PROJECT, SUBMIT CATALOG CUT SHEETS FOR APPROVAL PRIOR TO ORDERING LIGHTING FIXTURES. SUBMIT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER PRIOR TO SUBMITTING BIDS. SUBMISSIONS OF SHOP DRAWINGS TO THE ENGINEER/ARCHITECT THAT DO NOT MEET THE ABOVE REQUIREMENTS WILL NOT BE APPROVED. ALL FLUORESCENT LAMPS SHALL HAVE MINIMUM CRI OF 85 AND SHALL BE MANUFACTURERD BY GE, OSRAM SYLVANIA, OR PHILLIPS, ALL BALLASTS SHALL BE MANUFACTURERED BY MOTOROLA, MAGNETEK, OSRAM, OR ADVANCE. EMERGENCY BATTERIES SHALL_ BE MANUFACTURED BY, BODINE, AND OR APPROVED EQUALS AND SHALL BE FACTORY INSTALLED IN INDIRECT AND PARABOLIC FIXTURES. A E E M iA 1 ION& ELEOTRICAL NOTES' GENERAL. REQUIREMENTS A AFF AMPERES ABOVE FINISHED FLOOR 1, PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM 1 1. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE CIRCUITS AND OUTLETS, LOCATION OF SWITCHES, PANELBOARDS, AHU AIR HANDLING UNIT ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. CONDUITS, AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO AWG AMERICAN WIRE GAUGE INSTALLATION OF WORK. CFL COMPACT FLUORESCENT 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED CU COPPER TO INSURE PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND 12, ALL DISCONNECT SWITCHES AND STARTERS FOR THE MECHANICAL DISC DISCONNECT TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL EQUIPMENT SHALL BE SIZED AND PROVIDED BY THE ELECTRICAL. EF EXHAUST FAN APPLICABLE CODES AND REGULATIONS. CONTRACTOR AND INSTALLED AND CIRCUITED BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED, INSTALL SWITCHES IN EXT EXTERIOR 3, LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED ACCE:SSABLE LOCATIONS. G GROUND UNDER THE ELECTRICAL CONTRACTORS' SCOPE OF WORK SHALL BE GFI GROUND FAULT INTERRUPTER PERFORMED BY EXPERIENCED MECHANICS OF THE PROPER TRADE AND 13. THE ELECTRICAL CIRCUITS, COMPONENTS, AND CONTROLS ARE SELECTED HPS HIGH PRESSURE SODIUM ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE IN AND SIZED FOR THE EQUIPMENT SPECIFIED AND OR SHOWN, IF INC INCANDESCENT COMPLIANCE WITH THE SPECIFIC REQUIREMENTS OF THE CONTRACT SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT ARE FURNISHED, IT KAIC THOUSANDS OF AMPERES OF DRAWINGS. SHALL BE THE RESPONSIBILITIES OF ALL PARTIES CONCERNED, INVOLVED INTERRUPTING CAPACITY 4. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO TO THE IN AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY AND COMPARE THE ELECTRICAL CHARACTERISTICS OF THAT KCM{L THOUSANDS OF CIRCULAR MILS ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF FURNISHED TO THAT SHOWN. KVA KILOVOLT ---AMPERES BIDS. SUBMISSION OF A BID CONSTITUTES ACCEPTANCE OF FIELD KW KILOWATT CONDITIONS, 14. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT LED LIGHT EMITTING DIODE 5. ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND PRIOR TO ROUGH IN OF ELECTRICAL COMPONENTS. MCB MAIN CIRCUIT BREAKER SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS SHALL 15, FIELD DETERMINE EXACT MOUNTING LOCATION OF DUCT MOUNTED SMOKE MLO MAIN LUGS ONLY APPLY TO ELECTRICAL SYSTEMS. DETECTORS. INSTALL PER NFPA AND MANUFACTURER'S WRITTEN MH METAL HALIDE INSTRUCTIONS. N NEUTRAL 6,, ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION NEC NOT IN CONTRACT OF THE FOLLOWING CODES AND STANDARDS: FLORIDA BUILDING CODE, 16, COORDINATE MOUNTING LOCATIONS OF LIGHTING SWITCHES, F A DEVICES, / R RELAY (FBC); NATIONAL FIRE PROTECTION ASSOCIATION, (NFPA); NATIONAL TV, GRATA/TEL OUTLETS, AND RECEPTACLES WITH MILLWORK, PRIOR TO ELECTRICAL CODE, (NEC); NATIONAL ELECTRICAL MANUFACTURES ROUGH —IN, RTI REMOTE TEST INDICATOR ASSOCIATION, (NEMA); NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, ST SHUNT TRIP (NECA); AMERICAN NATIONAL STANDARDS INSTITUTE, (ANSI); 17. COORDINATE MOUNTING LOCATIONS OF RECEPTACLE AND TV AND DATA SW SWITCH UNDERWRITERS LABORATORIES, ; ALL LOCAL. CODES, UL � ) ORDINANCES OUTLI�TS WITH OWNER REPRESENTATIVE PRIOR TO ROUGH --IN, REFER TO TT TWIN TUBE REGULATIONS, POWER COMPANY STANDARDS, AND THE AUTHORITY HAVING ARCHITECTURAL PLANS FOR WALL CONSTRUCTION TYPES. TTB TELEPHONE TERMINAL BOARD JURISDICTION, TYP TYPICAL 18. PROVIDE A 120V RECEPTACLE AND SWITCHED LIGHTING OUTLET WITH UG UNDERGROUND 7, ALL MATERIALS PROVIDED BY THE CONTRACTOR SHALL BE NEW AND FREE LAMP WITHIN 3 FT. OF THE SERVICING SIDE OF ALL ELECTRICALLY UON UNLESS OTHERWISE NOTED OF DEFECTS AND SHALL BE UL LISTED FOR THE INTENDED APPLICATION, OPERATED MECHANICAL EQUIPMENT INSTALLED IN ATTICS AND CRAWL V VOLTS SPACES. W WIRE $ THE ELECTRICAL DRAWINGS ARE NOT TO BE SCALED. WHERE SPECIFIC 19. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE WP WEATHERPROOF DETAILS AND DIMENSIONS FOR ELECTRICAL. WORK ARE NOT SHOWN ON SUPPORTING SYSTEMS, HANGERS, ANCHORS, SLEEVES, BRACKETS, THE DRAWINGS, THE CONTRACTOR SHALL TAKE MEASUREMENTS AND MAKE FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE SECURE LAYOUTS AS REQUIRED FOR FOR THE PROPER INSTALLATION AND SUPPORT, PER N.E.C., FOR ALL ELECTRICAL COMPONENTS FROM THE COMPLETION OF THE WORK, BUILDING STRUCTURE, CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE 20. SPECIFIED CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY, FIELD FOR ALL REQUIRED INSPECTIONS. COORDINATE ACTUAL ROUTING OF CONDUITS, 10. CONTRACTOR SHALL INSPECT SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF THE PROJECT PRIOR TO BIDDING. MATERIAL AND METHOD 1, ALL WIRE SHALL BE COPPER TYPE "THHN" FOR SIZES #12 THROUGH #8 AND TYPE "THW" FOR #6 AND LARGER UNLESS OTHERWISE NOTED, 2, MINIMUM WIRE SIZE SHALL BE #12 AWG, USE SOLID WIRE FOR SIZES #10 AND #12 AND STRANDED WIRE FOR SIZES LARGER THAN #10, 3, ALL WIRE SHALL BE INSTALLED IN CONCEALED CONDUIT, ALL CONDUIT SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND FLOORS, MINIMUM U.G. CONDUIT HOMERUN SHALL BE 1". 4. ALL. CONDUITS INSTALLED IN DRY INTERIOR LOCATIONS SHALL BE ELECTRICAL METALLIC TUBING, UNLESS OTHERWISE NOTED, 5. ALL CONDUITS INSTALLED IN EXTERIOR LOCATIONS SHALL BE RIGID GALVANIZED STEEL, ALL CONDUITS INSTALLED UNDERGROUND SHALL BE RIGID SCH, 40 PVC. BURIED PER NEC. 6. ALL EXTERIOR EQUIPMENT SHALL BE CONNECTED WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT AND WEATHERPROOF FITTINGS. 7. INSTALL ALL RACEWAYS, BOXES, ENCLOSURES, AND CABINETS AS INDICATED AND INSTALLED PER MANUFACTURES WRITTEN INSTRUCTIONS. 8, OUTLET AND SWITCH BOXES BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS AND CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND OR OF SPECIAL CONSTRUCTION TO SUIT SPECIFIC SITUATIONS, ALL BOXES SHALL BE RECESSED FLUSH IN WALLS AND/OR CONCEALED ABOVE CEILINGS. PROVIDE ACCESS PANELS FOR BOXES LOCATED IN NON —READILY ACCESSIBLE AREAS, 9, ALL DISCONNECT SWITCHES SHALL BE RATED HEAVY DUTY. 10, ALL CONDUITS SHALL BE CONCEALED WHERE POSSIBLE, TYPICAL 200A METER AND FUSED DISCONNECT SWITCH, FUSED AT 150A. NEMA 3R. - PANEL PANEL P1 P2 200A MLO 200A MLO 120/240V 120/240V 10, 3W 10, 3W (3)# 1 /0, (1)#6 GROUND IN 2" U.G. CONDUIT, 11. INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE MAXIMUM POSSIBLE HEADROOM W-;-€ERE MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED. 12, MAINTAIN ALL WORKING CLEARANCES AROUND EQUIPMENT AS REQUIRED BY SECTION 110--16 OF THE N.E,C, 13, ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A GROUNDING CONDUCTOP, UNLESS OTHERWISE NOTED, AND BE SIZED AND BONDED IN ACCORDANCE-' WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. 14, ALL PANELBOARDS, DISCONNECT SWITCHES AND SYSTEM PANELS SHALL HAVE PLASTIC LAMINATE NAMEPLATES FOR IDENTIFYING SYSTEM FUNCTION AND CHARAC"TE'RiSTICS, 15. FIRE SEAL A','L CONDUIT PENETRATIONS IN FIRE RATED WALLS AND FLOORS BACK T) INITIAL RATING, FLASH ALL CONDUIT ROOF PENETRATIONS AS REQUIRED TO PROVIDE WEATHERPROOF SEALS, COORDINATE: WITH OTHER TRADES AND ROOFING CONTRACTOR. 16. ALL WIRING DEVICES IN SHALL BE COMMERCIAL GRADE AND MANUFACTURERED BY LEVITON, P&S OR HUBBELL, ALL DEVICES INSTALLED IN FINISHED AREAS SHALL BE WHITE IN COLOR WITH MATCHING NON --METALLIC FACEPLATES, ALL DEVICE PLATES INSTALLED IN NON —FINISHED AREAS SHALL BE GALVANIZED STEEL, VERIFY FINAL COLOR WITH ARCHITECT. 17, MC CABLE MAY BE USED ONLY WHERE CONCEALED INSIDE WALLS BETWEEN RECEPTACLES AND ONLY ABOVE CEILINGS FOR FIXTURE WHIPS, HVAC EQUIPMENT SHALL NOT BE FED WITH MC CABLE. ALL HOMERUNS SHALL 13E IN CONDUIT WITH NOT MORE THAT SIX CURRENT CARRYING CONDUCTORS PER RACEWAY, USE OF MC CABLE IN ANY OTHER APPLICATION WILL NOT BE ACCEPTABLE ON THIS PROJECT. 10" x 10" NEMA 3R WIREWAY, EXTEND PARALLEL SETS TOGETHER AND BOND WITH POLARIS MULTI —LUG TAPS SET. ALL GROUNDING, BONDING AND TAPS PER NEC, (LENGTH OF GUTTER DEPENDENT ON NUMBER OF TENANTS) SINGLE -LINE DIAGRAM #1/0 AWG GROUNDING CONDUCTOR PER N,E,C. TO ALL ELECTRODES METAL 5/8 X 20 WATER GROUND PIPE !ROD UTILITY PAD MOUNTED TRANSFORMER #6 GROUND BUILDING TEL.\CATV STEEL SERVICE PAD —MOUNTED TRANSFORMER, 120/24OV, 10, 3W SECONDARY, U.G, CONDUIT W/ PULL WIRES FOR PRIMARY TO ELEC. COMPANY FPL SERVICE POINT. (2) SETS, EACH SET: (3)#4/0 CU CONDUCTORS IN 2 1/2" CONDUIT. SEE PLAN NOTE 4, ON SHEET E2.1. SHEET �Tl KEN EHLERS LICENSED PROFESSIONAL ENGINEER 18243 531 South S.R. 434 SUITE 2005 ALTAMONTE SPRINGS, FL. 32714 PE 11 243 Truss labels are for quantity verification only. Framer to verify labe proflle with engineering Prior to erection, BLDR. TO VERIFY ALL DIMENSIONS AND INT. BRG. WALL_ LOCATIONS. NO FLOOR PLAN GIVEN, ALL DORMERS ARE FALSE AND ARE TO BE FRAMED IN FIELD. STRUCTURAL DESIGN SERVICES OR ITS P.E. WILL BEAR NO RESPONSIBILITY FOR ERROR IN TRUSS DESIGN OR MANUFACTURE ALL REACTIONS AND UPLIFTS USED IN ENGINEERING THIS PLAN HAVE BEEN SUPPLIED BY THE TRUSS MANUFACTURER AND ITS ENGINEER OF RECORD. THE BUILDER AND THETRUSS MANUFACTURER ARE TO REVIEW TRUSS PLANS AND VERIFY ALL DIMENSIONS, SPANS, PITCHES, QUANTITIES, BEARING HEIGHTS AND DESIGN LOADS INCLUDING BUT NOT LIMITED TO UPLIFTS AND REACTIONS BEFORE MANUFACTURE. �4 TRUSS MANUFACTURER/CONTRACTOR TO VERIFY THAT TRUSS GIRDERS HAVE MEMBERS OR WEBS DESIGNED TO ACCOMMODATE HOLD DOWN HARDWARE Strong -Tie UPLIFT SIMPSON CONNECTORS REACTION LOADS I FASTENERS HGUS414 66-16d 10015# 5380# 22-16D SURIL410 1860# 1065# 14-16D/6-16D SUR/L414 2395# 1420# 18-16D/8-16D IUT416 1775# 245# 16-1OD X 1 1/2" 2-16D X 1 1/2" LSTA12 755# 10-10D LSTA24 12959 18-10D LSTA36 1715# 26-10D SP2 890# 6-10d SP4 735# 6-1 OD X 1 1/2" SP1 585# 4-100 4-8D X 1 1/2" RSP4 315# 4-8D X 1 1/2" ERECTOR NOTES: TRUSS NOTES 1. TRUSS SPACING 24' O.C. UNLESS NOTED OTHERWISE. 2. REFER TO HIS-91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 3. FOLLOW SIMPSON INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED. 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED. 5. IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRUSSES ARE INSTALLED CORRECTLY AND IN PLANE BEFORE APPLYING SHEATHING OR DRYWALL. 6. ALL TRUSSES SHOULD BE ERECTED PLUMB. 7. DO NOT CUT OR DRILL TRUSSES WITHOUT PRIOR APPROVAL FROM MANUFACTURER. B. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM MANUFACTURER 9.REFER TO TRUSS ENGINEERING FOR PERMANENT BRACING AND NUMBER OF REQUIRED PLYS PER TRUSS GIRDER 10.ALL TRUSSES IN FIELD SHALL BE CHECKED AGAINST TAKEOFF, LAYOUT AND TRUSS PICTURES BY CONTRACTOR OR FRAMER PRIOR TO ERECTION. MANUFACTURER SHALL NOT BE RESPONSIBLE FOR CRANE TIME OR DELAYS DUE TO MISSING OR BROKEN TRUSSES WITHOUT 24 HOURS NOTICE. 11. REFER TO HB-91 BRACING MANUAL FOR TEMPORARY BRACING AND INSTALLATION PROCEDURES SIMPSON Strong -Tie LOADS FASTENERS CONNECTORS WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20 U-1825# 12-10dx1 112 2-PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20 U-2500# 24-16d WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MTS12 U-840# 14-10dx1 112 OR (1) H10 GIRDER TRUSS/BEAM TO WOOD FRAMING = (2) MTS12 U-1680# 28-16d (2-PLY) OR (1) H10-2 WOOD TRUSS TO WOODTRUSS = (1) HUS26 U- 1390# 14-16d R-10000# WOOD GIRDER TO WOOD GIRDERTRUSS U- 3415# 2PLY TYPICAL = (1) HGUS48 58-16d R- 7890# U-450# CONVENTIONAL FRAMED JOINTS = (1)-A35/L30 R-450# 12-8dx1 1/2. FOR MISSED HETA16 USE (1) HTSM16 W/ (4) 1/4" X 2 1/4" TAPCONS MAX 1085 UPLIFT ' UNLESS OTHERWISE NOTED (3) LSTA24 MAY BE USED IN LIEU OF (2) HTS20 SIMPSON Strong -Tie I UPLIFT FASTENERS CONNECTORS LOADS (SEE ALT D1) 1 FRAME- 2-MTS1AB BEAMS POST 1680# 28-16d 12_16d/ 5/8"ANCH. IDE C POST O SLAB/ BOND BEAM MIN 2" SIDE COVER TO EDGE OF SLAB MIN 2" .Z 2- HTS20 STRAPS GIRDER TO 4X4 OR 6X6 PT FRAME- POST AND 1- HTT16 POST TO SLAB/BOND BEAV12900# 48-10dx1 1/2 18-16d/ 5/8"ANCH. 1 v \ C.M.U.- 2- HETA20'S GIRDER TO BOND BEAM 2500# 24-16d MBHA HANGER 20895# REACTION (2) ATR 3/4 X 8" E MIN 2" FROM EDGE OF CMU 3145# 18 10D n (6) 1/4 X 2 1/4" I] HUSC41 O/HUS410 2065# REACTION 1755# TAPCONS (% 8 16D C.M.U.- MGT TO BOND BEAM ----- ---- - -- - ---- -- --------- ------- ---- - - ------ - -- - ----- --------- -- ------ -- - - - - --- 22-10d/ 5/8" ANCH. H/I 4 FRAME- MGT TO INVERTED HTT22 ON POST 4200# - --------------------------- WITH 5/8" THREADED ROD 32-16d/ 5/8"ANCH. HTT22 POST TO SLAB/ BOND BEAM (2) CS16 COIL STRAP POST TO POST THROUGH FLOOR SYSTEM OR WALL 4200# EVERY 31" USE C MIN 12" ON EACH POST 28-8d MIN (22) 10D NAILS PER STRAP HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE F ' UNLESS NOTED OTHERWISE ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING ALL HANGERS ARE SIMPSON 'HUS26'. HUS28 11'-4" ELEV. I ROOF TRUSS DESIGN CRITERIA LOOR TRUSS DESIGN CRITERI T.C.L.L. 20 p.s.f. T.C.L.. 0 p.S.f. T.C.D.L. 10 p.S.f. T.C.D.L. 0 p.S.f. B.C.D.L. 10 p.S.f. B.C.D.L. 00 p.S.f. TOTAL 40 p.s.f. OTAL 00 p.S.f. WIND SPEED 120 m.p.h. DURATION FACTOR 1.25 UION FACTOR 0 LD APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 40 POUND LOADING 12 8 1 1-4-7 U.N.O. 8„ 1,_0 BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES.NO BACKCHARGES WILL BE HONORED. NO FIELD CHANGES OR MODIFICATIONS SHALL BE PERFORMED BY THE CONTRACTOR WITHOUT PRIOR APPROVAL FROM PRESTIGE LUMBER.UNAUTHORIZED MODIFICATIONS TO THE TRUSSES WILL BE AT THE BUILDERS EXPENSE. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPON- SIBIUTY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICHISALWAYS REQUIRED TO PREVENT TOPPLING AND _- DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS" (HIB-91) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. NOTE. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. PRESTIGE LUMBER CO.,INC, IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWNGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY PRESTIGE LUMBER CO. INC. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) . - - - - — - - --- --- --�° DES E � COS A. FI �/ I. � I S B. R, I C NOT 0 ORE N FLOI S k 1. Bf 2. WI JUPRESTIGE LUMBER & SUPPLIES 4: N TP A FULL SUPPLY OF BUILDING AND HE PRE ENGINEERED WOOD PRODUCTS 5 SE 6100 KORBIN AV& PH: 321-633-9393 ROCKMGE FL 32956-1045 FAX 321-633-0392 M=M RUNS DIVISION Its - EMAIL: PRESUGETRUSSOAOLCOM ROCKLEDGE, FL. H CUSTOMER: CYR BLDG. & DEV. LOT/BLK/SUBDV: WINDERMERE JOB NAME: LEXINGTON PARK SCALE: DATE: 03-03-04 DRAWN BY: LMG DRAWING NUMBER: 13883 GN REQUIREMENTS STRUCTION TYPE VI UNPROTECTED OORS, BALCONIES, DECKS, STAIRS, LIVE LOAD i 6OPSF )OF LIVE LOAD IS 20 PSF _: THIS STRUCTURE HAS BEEN DESIGNED TO MEET XCEED REQUIREMENTS OF SEC. 1606 OF THE UDA BUILDING CODE 2001 EDITION. AND 2003 REV. SIC WIND SPEED - 120MPH. ND IMPORT. FACTOR - 1.0 ND EXPOSURE - CATEGORY (B) ERNAL PRESSURE COEFFICIENT- (ASCE 7-98, BLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 IGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) IMPONENTS AND CLADDING E WINDOW AND DOOR REQUIREMENTS STRUCTURAL DESIGN SERVICES 531 South S.R. 434 Suite 2005 DS Altamonte Springs, FL 32714 Phone (407) 290-2799 fax (407) 290-2953 KEN EHLE RS LICENSED PROFESSIONAL ENGINEER 531 Sol,lth S.R. 434 SUi'rE 2005 ALTAMONTE SPRINGS, FL. 32714 PE # 18243 i 16 20 18243 �. xy 4 LIM t-N I c) rnk. N