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HomeMy WebLinkAboutPLANSu ��hIN1p6a+� �I tJ/( (v)— gd X ��y IrITO joIS? ArJD 114T0 e5Er to I'T, 2)(& i%L cv-lrlr T fP 2qF (3)fL11�(fEfL PT Pl«IE DEcKI'�IV VJ/ (2) -I01 FAILS 16 D.G. "-P.i 2x& "�rir✓IP�.vrl Ac.4 Po.T (S) -IGd IOTo 6oL+1N1r1 P,-r 4K4 6&LdtAil L4i5t1 21 o I� (ID)- locl rJAIL'S It ETU L`EAN1 (? - IDd x I %s r�Ta �i"rfRl rI6Ei; �x I ZTi r1C> Trza.l L.ER P I ?zG -rpP ?A P.T. 2K4 IrIT, RAIL P.t 2K2 PIOKE'f5 FUROMOVISK Rrrt FOR MIImomm"m REVIEWED 8 I M ",'Al 0 4L/4S/ Fyd+IDS AND PF" n 19.3 ALUIigG DIVI;OI( 7EVIEWED COMPLINN(._: I it 5-D 4P4rRi PT. 2,16 TPP PAIL II� Pr, ?)(4 I0'( RAIL ---� P T Ax4 r G o o. c--\ 1 PT 2xZ F1c.KETS e 5O.C. PT 2)14 50T RrIL PT PiJF 9&exiO6-- -0 Ij m I P.r oaL 2x8 BE�r^ (2) %s ¢ Ti1RJ- 0-VvTs @ EAC44 ppn I M � e •_ — • P.T ZxG A?At�111J(1 —�/ FvK ` '^Ib 5EE GETNL I 2 SCANNI:U BY St. Wrip rnnnti qLA 'D-1rL 'U.4,%L-s sl{ewaJ Snl F.1�3ss o� i(,a t7sfn.l> PAUL WELCH INC. Mechanical . Electrical . Civil Engineering 1984 S.W. Biltmore St. Phone �r GA LE �� = I = pj1-- Suite 114 (407) 785.9888 Port St. Lucie, FL 34984 Fax (407) 785-9933 MAY 2 4 ....., O cc O"T '7/m 1 3 d �.F d' V; CEILING FRAME &FLOOR }WALLS -WINDOWS -DOORS HEIGHT _S _ fXTER�Ol COVERING ROOF- _ 3�__�A.__-- -`' _' ELECTRICAL sGL PHASE A/C & HEAT _ OMS AXLES ._ _____ .18EAM_____!2'-._._ iSTUDS2J(___-. a_._ PLATES ix�, _. 5IDINGLP 4 _ SILVER TGREY _- STYLE BM— l 12 PERIMETER OVERHA - _.-_-- - -_ AM LN - C3-) 10p------ P TYPE A/C _(3) 3 TONS _ __T - N STANDARD - HANDICAP 2 HlTG TAg�AHQ 5 r 32 VCP HAMPTON G I) K COVERING _____-iN$ULATION-R_-__- -CYPRESS-SLATf GREY DECKING3 80P�iµ� ,__11._-_-_- IGHTS-_.__32--FP - 240 ____.___-.�_.__ �0/H DUCT ^_ ___-__ --- URINALS -- I---- W.H. v. 2 JOIST 2X 6 _. DECKING -`?.' B PL%-} EXT. DOORS_I_72)(80 3B L W1 RECFSSE D DR PKG — - Fill24 M NSAR D --SLATE Y CEILING __SEA SP RAY _ _ ___ LIGHTS � _BRASS 4 DOME E TYPE HEAT _ 10 KW _ STD. COMMODE2 - H.C. COMMODE COVERING _ _ i\ 8 BLOCK _ ' INT.DOORS I 26X80, 8-36X80,2_48 HOOD Bl FQLOS DECALS GELCO- — _ INSULATION•R KR�3rY� r7 -_ --_Y y 4 DBL HEAOEO FL00 LI HTS SPECIAL __-. _�_ 38 L F PLENUM WALL ____ I MED.CAB._ MIRROR _.2 CARRIAGE 8O1T5-' !N ON-R ��._ WINDOWS 8.36X60VSBB�12-24X60VS BB 3 �_ SPECIAL SHADOW BOX SLATE GRE TIE DOWNS __�,IO_ __-__ 4_�LO�-___ N �I 1 I l4 - R-A. SYSTEM _CEILING X OvER W/LIGHT 4 OPTIONLINE. (DI 3 BR , i IDLED, PER MOD ©-36XBO STEELIWOOO WI10 X10 VB(2)�-- 20 - 1" LIGHT GREY MINI BLINDS - SHADOW BOX 7RIM. (4-)2-22' 0 , '-18'- 0 ,-1 - 24' 0, SPAN 13EAMS-�- WATER HEATER � 6 OPTION LIN hi 1 42" BASE wl SINK 1 --42' 0 H CAB ----^ SPECIAL ---- ' . — 41=1 I 31-5 --------- �.- --_ _ 3 6 5!8 32 , 6 6 6'- 6 I -- -- ---- -- - ---- — } - PARTITIONS 81 ------------ - - --- _ _- I i I 61 0 15?-0 53-0 49-0 45'S I41-6 38 0 - - , �34 0 �. 30 0 26 0 21-9 17 10718 jjj 14-It I l8 8 318 7 -- 15 518 I" i I .r (J L _ — -- - ----- - - - y{ ----y boo WA vs .d6 v_v4 ✓? Go vs Lrrs G.v3 3G'x80 S7[�srgDiP, ttY��/d'� -- -----' --. 3aFFTy/4[Rcl✓/E.d3'O fix--- 2- 0 21q" -_-- - 6 GAL 1 9 KW 12ov 1 Qi FLAB _6.c -- -_ d6 .2... I Ill A VENT G 8A1� a!n '\ `J rnhix - 771 5 C- 4 C I r- C �►�-.j �H 3h • 3'YE.VT .nrn O//ER h/G/sD !y p7y�es svP�!. INSTALL IIII EAIOR FINISH MATERIAL AS SRpWN --l:k r-�%I 26 5/ 4 { _ f4^ I Y� I I yb TO 9"COLUMN ' -- of I a i O �• H11!5 C PRAM ���,,,JJJ <r _- - —f-I INE LINE �� D igI.L 4- 2t4. SPFIF2 ON EACH i I I ! 1 I I ( , -*1 i IOD AMP I I I I I Y ( f 12O / 240 V, I (� ^- SIDE of R WALL, STRAPS APS FROM _ WITH STEEL STRAPS FROM RIDGE BEAM1-1 10 C LUMN AND COLUMN 70 FLOOR RIM JOIST 00 [� L-J —, j I �\ I Lj � I - — - {11='j {I - r �py�'" CAT" STR� h A f D GF IV w -1 S IWC- L 5P '24 o✓/B' p ON EACH HALF OF UNIT SEE STRAP SPECS. 011 CROSS SECTION. ' TYPICAL COLUMN DETAIL i (r l I[ - Ili ^J'� 3 G I I I / '� ��J 0O ++ i-.. I— -_ _ ^- 60a �� "�'fi V -- ,�.• H&IA c- Liv I r nRO uiv6ra I G W/TH FREf R,9/2 I -I'-D' I I SPF No _ - � _ c '- _ 2 2X4 SP• N0. `L- -" - �r �' , J IUI-CT' LTYP/GAL') fyy� �1 9"XIS" 5TUD/NTO PL9W4)Yl .$-2X4 �J �/ RT Wi 3 STEEL STP A { / Foe u Al. I _ WI 5T E EL ST P A PS E�iA LA MOD RIL ffBu� -� Ocr 3a w" R �gpp• r• COLUMN - -- - - - - - - EA. HALF L - , R1oc�a�►»r�cora,w4:- — -' �.... SP j PE9 Q xfSiF/t wli 36 518 6 518 DETAIL sreE[sae• - SE_E 5 -- - G/acN NA 3 L" X 80' STL/WD. DDT 0 $T^Pf�`� AF 3 B 2 W110"X ICY, 5AF6ry G[-A55 co c n E m U`�c^^Si ! I '- I I 28XI4 RAG 6"AFF W IN C - . Lj i Ll 4 {B L y 1 ! v 1 m v' T7 ,. n_ '.. _ .. _ — 36 518 36 5 r 8 I ?LL "oI 36 5l8 2 2X4 SPF N0 2-- 365r B-PANEL -�--------� y IOOAMP I I n. �'^ i C WI 3 STEEL STRAPS -2- zXf 5PF-'2 W/f STCEL _ I20\240V EA MOD STRAPS EWCN HFILh---�--- —. 1 a.zxfccr+z LINE PLENUM WALL -Wl 318' , GYP. TYP 36�! 8 - - - - - - - — -- 36 51 8 !/I�F/Ni§7P1pS-- —�► A I \ - �_ I ® J I A -PANEL _� I OO AM P ==1_ 2 ------ S A - i - - _ __ - -- - - -- - WT- j_ �_ t!� I I Iq_ j_ I Q1- -- J 4 A 48 I WOOD jt FOLD 2-3UfiIZAV17k.. WO-..�-I 1PL� I SAFETY GLASS AN G AE E r: Y APNACVAL 1 7 5 a s j Y I all low F/DER IS 55 cTW/ 141, R/ALP/LLL'S c Pi�srL) 28X 14 RA 6- A F F These p ul > c: spl� wi1N the 48 51 8u 4$ 518 —L/A/LE55 UrAEPu//66A'r TEG Florida ',anL ac"ured Building Act of l7i^ ConetruCticn Codes _ j---- Y P - P --- - 24 M 3 A owing - } criteria: ''--_ 3GxGoV,.5 3�iW115. - 3ryGodf. 36,C6ov.5, ,r ''I ----------- - - -- - -- ____.-- - ---.-.---------- /vn ConSt. Trp:. 3oow.vTrs - __...�L.L�. LLn OCCupaocq --�__ AllcvraL' Nv. _ rnAx F 3001kw7/-s mqx � of Fo• 1 Wind' YP ly -__ 9-0 r; r ..48-6 HEADER- 2-2XtO SPF NO 2 25'_4 W13 STEELSTRAPS Wr _ 6 3 I Fare R. ?,r;g of 2 - S I CE STUDS AND JACK ( SCANNED Ext.1^!ails _t? Dien No. I 1 11, Allow. Floor R•, s ^ t' •h 3$+ K-30"i'a 55 OS 44-6 Z i�f c €..any 1' f- ' STUD EA END.sPr�2 ! 12 - 0 2 By 3 st, �UC1e0mrb \ Load Approval Ge+e - - " y I Jslipttrs? i' 3flfr �YCri 's�*�1�Mf � - �- � V\ "r C l' 43-2 7t 8 20'-H it 8 10-7 318 l !T'1 5 51 8 JEW* I 0 - 1 31 4 __ IOr- 0 --- - - ' _ --_ _.__•-_----.______---It- _ _ —__---_—_-____ 22'- O 10 0 9 0 ' 8 __..--- -- ------- - - --- -----------�3 °• 518 1627 SOUTH MYRTLE AVENUE. I + 3 3 r 4 13 31 a 1 a 31 a 3 3144 11 64- 0 3 Sr 8 CLEARWATER, FLORIDA.33516 �-------------------------------- -------------- _ ..------ I TRIPLE `A+ CUSTOM BUILDERS, SPACE 8U5iNESS INC. OCCUPANCY -- - + ,- RAlOL��Y --GMS -- G( SBCCI NEC FL _ MODEL 38X64 COLUMBUS,G€ORGIA -GE-CO ----- i- TA MPA F L A t10 MPH WI N D ZON E APPROVED Y - __ SEC HWC FL i TITLE -.-�� SSE ------- - ___ -_-- (40d)8fire-131Q _____—._._—.—_--.___,____._�,--_______ —_.--._------------ DATE: 8--2- 88 --------_----.__.__..____._.__—_ - SCALE 1 1 4 " ' •� -------��_p [PAGE / 0rIIII- �tpTE 7951 '37/99_ 3 3 4. i d 4 t 4. t 4AV $IUK n!G 3/ 3L P�.urnr�)tic rz)s�R Ay rs P 12"L1rR URrua �>t i 2„ 1,4V 2 GENERAL NOTES: GENERAL NOTES: 1. HANDICAP ACCESS TO BUILDING IS FIELD BUILT AND SUBJECT TO 8. ALL SUPPLY AIR REGISTERS SHALL BE 6 INCHES x 10 INCHES LOCAL CODES. ADJUSTABLE, WITH 8 INCHES x 18 INCHES (INSIDE) x 5/8 INCH 2. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER OVERHEAD FIBERGLASS DUCT. FACILITIES, WHEN NOT SHOWN ON FLOOR PLAN, 9. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN, SHALL NE 1-1/2 3. MINIMUM CORRIDOR WIDTH IS 44 INCHES. INCHES x 30 GA. WITH 7- 16 GA. x 7/16 INCH CROWN x 1-1/8 4. MINIMUM CORRIDOR INTERIOR FINISH IS CLASS B (GYPSUM). INCH STAPLES EACH END OF STRAP, OR EQUIVALENT, FROM RIDGE 5. ALL WINDOWS WITHIN 12 INCHES OF DOORS, AND ALL GLASS IN BEAM TO COLUMN, AND COLUMN TO FLOOR. DOORS SHALL BE SAFETY, PLEX I, OR TEMPERED GLASS 10. FLOOR DESIGN LIVE LOAD - 50 PSF, 6. CLOSET LIGHTS SHALL BE 18 INCHES MINIMUM FROM SHELVES IN 11. MAXIMUM WIND SPEED - 110 MPH ALL DIRECTIONS. 12. OCCUPANCY IS BUSINESS (BASED ON 1 PERSON/100 SQUARE FEET). 7. INTERIOR DOORS SHALL BE UNDERCUT 1-1/2 INCHES A.F.F. FOR 13, PORTABLE FIRE EXTINGUISHER INSTALLED BY OTHERS PER NFPA 10. AIR RETURN. AND SUBJECT TO LOCAL CODE INSPECTION. 14. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE SITE INSTALLED z AND SUBJECT TO LOCAL CODE APPROVAL 4 ELECTRICAL PANEL SIZING: PANEL "A" PANEL "B" DESCRIPTION KVA DESCRIPTION KVA GENERAL LIGHTING GENERAL LIGHTING .0035 KW/SF X 777 SF .0035 KW/SF X825SF 9 /, X 1.25= -?. S X 1.25= • 1 S RECEPTS ® 5. IL -L RECEPTS 2.7 180VA/1000= 180VA/1000= WATER HEATER WATER HEATER 1.9KWX1.25= 1.9KWX1.25= _FANS 0,3KW _FANS 0.3KW X 1.25= X 1.25= HVAC /49' o HVAC /0 0 OTHER OTHER TOTAL /L 7Kk) TOTAL /4 • 3Kt) TOTAL/240 X 1000= -70AmP TOTAL/240 X 1000= Gv°RWr INSTALL no AMP PANEL INSTALL /OD_AMP PANEL 120/240 V 1 0 1 120/240 V 1 0 ELECTRICAL PANEL SIZING DESCRIPTION C KVA GENERAL LIGHTING .0035 KW SF X 741 SF X 1.25= //-RECE TS 0 180VA/1000= /•9B WATER HEATER 1.9 KW X 1.25=_?,38 4_FANS ® .3KW X 1.25= /. 5 HVAC OTHER TOTAL91bICH1 _/ _ TOTAL/240 X 1000=__B INSTALI__L2Q_AMP PANEL 120/240 V 10 i SYMBOLS: DUPLEX RECEPTACLE 120 V. Q JUNCTION BOX SINGLE RECEPTACLE 240 V. TELEPHONE JACK INCANDESCENT LIGHT WITH 1- 60 W BULB E)-- HANDICAP DIRECTIONAL SIGNS Q VENT FAN (2) EXIT SIGN ® COMB. VENT FAN & LIGHT ® SUPPLY OR RETURN $ $3 SWITCH & 3 WAY AIR REGISTER HT WITH FLUORESCENT FIXTURE WITH 2- 4OW TUBES BAETTERYCPACK ELECTRICAL SCHEDULE p, CIRCUIT NOMENCLATURE BREAKER (AMPS) CU. WIRE /19 HVAC SIZE PER MFG SPECS _ w7H 20 A 1P 12-2 NM. 'A - LIGHTS & RECEPTACLES 20 A 1 12-2 NM. ELECTRICAL SCHEDULE'8' CIRCUIT NOMENCLATURE BREAKER (AMPS) WARE (CU.) HYAC SIZE PER MFG SPECS 20 A_ IP 12-2 NM W/H 28 4B LIGHTING & RECEPTACLES 10 A 12-2 NM UGHTING & RECEPTACLES LD A IL-2 NM PLUMBING NOTES: 1. TOILETS TO BE ELONGATED WITH NON -ABSORBENT OPEN FRONT SEATS. 2. RESTROOM WALLS TO BE COVERED WITH A NON -ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 48 INCHES A.F.F. 3. RESTROOM VENT FANS SHALL PROVIDE 2 CFM MINIMUM PER SQUARE FOOT OF RESTROOM FLOOR AREA. 4. ALL PLUMBING FIXTURES SHALL HAVE SEPERATE SHUT-OFF VALVES. 5. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T&P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT-OFF VALVE (SITE INSTALLED) WITHIN 3 FEET ON THE COLD WATER SUPPLY LINE. 6. DWV SYSTEM TO BE EITHER ABS OR PVC-DWV. 7. WATER SUPPLY LINES SHALL BE POLYBUTYLENE OR'COPPER-WHEN POLYBUTYLENE SUPPLY LINES ARE INSTALLED. THE MAXIMUM WATER HEATER TEMPERATURE SETTING 15 180' F. 1 ELECTRICAL SCHEDULE C' CIRCUIT NOMENCLATURE BREAKER (AMPS) I MARE (r,U.) HVAC SIZE PER MFGSPECS A LIP 120 12-2 NM �-N� ZC'TC &GRECEPTACLES ITING 20 A 12-2 NM LIUIRNG & RECEPTACLES io A 1& 2 NM oaf u4b AGENCY APPROVAL These prints comply with the Florida Manuractured Building Act of 1979 Construction Codes and adhere to the following criteria: Const. I ype V1 _ Occupancy Q__ Allowable No. of Floor: / Wind Velority Fire Rating of Ext. Waifs Plan Nc. Allow, Floor Load Approval Date _._go .$1z-a Manuf. 7'R/l2.4a FL. HANDICAPPED ACCESSIBILITY NOTES: 1. ACCESSIBLE WATER CLOSETS SHALL BE 20 INCHES IN HEIGHT TO THE TOP OF THE TOILET SEAT. 2. WATER CLOSET GRAB BARS SHALL BE 1-1/2 INCHES IN DIAMETER. WITH A 1-1/2 CLEAR SPACE BETWEEN THE WALL AND BAR. AND MOUNTED 33 INCHES ABOVE THE FLOOR. 3. ACCESSIBLE URINALS SHALL BE WALL HUNG WITH AN ELONGATED RIM AT A MAXIMUM OF 19 INCHES ABOVE THE FLOOR. TRIPLE A CUSTOM BUILDERS DATE: 8-/5--gg THIRD PARTY: HWC & ASSOCIATES, INC. DRAWN BY: 1627 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 34616 CHECKED BY: CODES: FL.,SBCc=-/ Al-- SCALE:-,e/7-5- SEALS: FL..H.W.C. 37i y� SHEET NOTES , ETC. I1OB O. 12 OF c V O • m NOTES: SEE FLOOR PLAN FOR LENGTH 8'-0" MAX. TYP. r + �- I C J L_ A I I I o u o 0 0 L_ J L_ J L_ J L_ J L_ J REFERENCE POINT —A— SEE NOTE 9 MARRIAGE LINE 8"ta"%IV'GD/JC.1BLbCIC IEWOIJ IL" X24�� SOLID aoNG• 0074AJL. I REFERENCE POINT —B— SEE NOTE 10 3'-I" � 2a'-9" �-- MARRIAGE LINE 0 A I ti Ll 37=- 1. FOUNDATION PLAN IS SHOWN AS A TYPICAL STANDARD FOR REFERENCE ONLY. FOUNDATION PLAN ABOVE INDICATES MINIMUM PIER REQUIREMENTS TO RESIST GRAVITY LOADS. ACTUAL FOUNDATION CONSTRUCTION AND INSTALLATION IS SUBJECT TO LOCAL CODES AND INSPECTION. 2. TIE —DOWN STRAPS TO BE 1 1/4" x .035" GALVANIZED STEEL QQS-781—H TYPE-1 FINISH—B GRADE-1. TIE —DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. 3. MINUTE MAN ANCHORS TO HAVE 6,200# ULTIMATE CAPACITY. 4. THE FIRST TIE —DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE MAXIMUM SPACING INDICATED. NOTES: 5. ALL PIERS SHALL BE 8"x8"x16" CONCRETE BLOCKS ON 16%16" SOLID CONCRETE FOOTING, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. DEPTH AND THICKNESS OF FOOTING !HALL BE PER LOCAL CODE REQUIREMENTS, 6. MINIMUM SOIL BEARING CAPACITY 3,000 PSF. CONCRETE COMPRESSIVE STRENGTH 2,500 PSI, AT 28 DAYS. 7. FRAME TIEDOWNS AND UPLIFT WIND ANCHORAGE SITE INSTALLED PER LOCAL CODE REQUIREMENTS. 8. DIMENSIONS GIVEN FROM REFERENCE POINTS ARE TO CENTERLINE OF PIERS. NOTES: 9. STARTING AT REFERENCE POINT —A— LOCATE PIERS UNDER MARRIAGE WALL CENTERLINE AT— /`%' % i 2/ 7' , 90 -o'i . DIMENSIONS GIVEN ARE TO CENTERLINE OF PIERS. 10. STARTING AT REFERENCE POINT -B- LOCATE PIERS UNDER MARRIAGE WALL CENTERLINE AT- !_2"y /a =5� 20'-9- DIMENSIONS GIVEN ARE TO CENTERLINE OF PIERS. FOUNDATION DIMENSIONS A B PIER TO STEEL BEAM WODDTHLE MODULE EDGE SPACING 13'— 8" 44 1 /4" 751 /2" 12'-0" 34 1/4" 75 1/2" 11'-8" 32 1/4" 75 1/2" 10'-0" 22 1/4" 75 1/2" EXTERIOR SIMWALL OVER THE —ROOF TIE —DOWN STRAP AT 8'-0' O.C. ALONG EXTERIOR I —BEAMS (TYPICAL) SECTION A -A TRIPLE A CUSTOM BUILDERS DATE: 9?-1S-g8 THIRD PARTY: HWC do ASSOCIATES. INC. 1627 SOUTH MYRTLE AVE. PRAWN BY: CLEARWATER, FLORIDA 34616 CHECKED BY-. CODES: 50«TNE41A�' SCALE: -4lr - SEALS: 11414., fz-- .3 71 fr TYPICAL FOUNDATION PLAN SHEET JOB NO. 3 Or 1910 /OOJ I III I II FULL LENGTH FILLET WELDS I, ONE SIDE OF ALL FLANGES AND . WEBS AT ALL OUTRIGGERS AND CR059AE]/BERS. 12 GA. OUTRIGGERS 32' FOR 12' WIDE UNITS _ 44' FOR 14' WIDE UNITS SIDEWALL , 12 GA. CROSSMEMBERS (TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN) STAGGER JOINTS 48' O.C. CROSSMEMBER SECTION OUTRIGGER SECTION 3/8" PLYWOOD SHEATHING TO BE FASTENED TO TRUSSES WITH NOTE 10' WIDE UNITS REWIRE NO OUTRIGGERS, MAXIMUM So NAILS AT 6' O.C. ON EDGES AND 12' O.C. IN FIELD. CANTILEVER zz 1/4- ROOF SHEATHING DETAIL FT. 2 NET FREE AREA OF ATTIC VENTILATION TO BE PROVIDED BY GABLE AN ROOF VENTS CEILING DUCT - SEE FLOOR PLAN FOR SPECIFICATIONS CRIPPLE STUDS 2x4 SPF#2 AT 16" O.C. 2x HEADER PER APPROVED STRUCTURAL PACKAGE SILL PLATE 2x4 SPF#2 CRIPPLE STUDS 2x4 SPF/2 AT 16' O.C. SUBFLOOR 5/8' STURD-I-FLOOR EXP.-1 20'O.C. PLYWOOD. BOTTOM PLATE 2x4 SPF#3 (OPTIONAL 1x4 SPF1f3) 1- 5/16% 3" LAG SCREWS THROUGH - FLANGE INTO JOIST AT EACH OUTRIGGER (TYPICAL) OUTRIGGER AND CROSSMEMBER SPACING 48"O.C. MAXIMUM TYPICAL I -BEAM PIER SEE FOUNDATION PLAN FOR PIER ORIENTATION, I -BEAM TIE -DOWN SPACING, AND PIER SPECIFICATIONS. CEILING INTERIOR FINISH SINGLE TOP PLATE 2x4 SPF#2 (USTED TRUSSES MUST BE LOCATED DIRECTLY OVER WALL STUDS) TYPICAL WINDOW, SEE FLOOR PLAN FOR SPECIFICATIONS "11111100 37 75 1/2- LET-IN ix4 SPF #3 (TYPICAL) TOP PLATE 2x4 SPF #3 - (US1FD TRU5S MUST BE LOCATED DIRECTLY OVER WALL STUD OR BE FAST- ENED TO RIDGE BEAM CONSTRUCTION). WALL INTERIOR FINISH INTERIOR WALL STUDS —� I 2x4 SPFf3 AT 16" O.C. m BOTTOM PLATE 2x4 SPF## ROUT OFF EXCESS FLOOR SHEATHING PRESSURE TREATED SILL PLATE (TYPICAL) RIDGE BEAM CONSTRUCTION: / LAYERIS) /-/Q R 24 MICROLAM., EACH MODULE. NOTES: 1. MICROLAM FB = 2800 FSI 2. MICROLAM MUST BE CONTINUOUS OVEP CLEARSPANSv. BUTT JOINTS MAY OCCUR ONLY OVER CENTERLINE OF COLUMNS. 1 3. BEAMS SUPPORTED BY ENDWALL COLUMNS TO BE PROVIDED HIT❑ FULL 3-1/2 MINIMUM HEARIN(; 4. -PASTER'ROOF SHEATHING INTO TOP EhGE OF MICROLAM TO PROVIDE. CONTINUOUS LATERAL SUPP()RT OF BEAM. 5. .INSTALL 12 E 4) X 20' SPF 1.3 RI(7GE BE" HEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR FLAN; FASTEN THE FACE, OF THE STIFFENER TO THE RIDGE BEAM WITH 1-0" GLUE COVERAGE AND 6 - 16 GA. STAPLES WITH 3/4" MINIMUM PENETRATION INTO MICROLAM. WHEN MORE THAN ONE LAYER OF MICROLAM IS INSTALLED ON EITHER SIDE OF THE MATING LINE, LAYERS ON THAT SIDE OF THE MATING. LINE MUST BE FASTENED TOGETHER WITH 16 Ch. STAPLES 4 7/16" MINIMUM CROWN (INSTALLED PARALLEL TO BEAM SPAN) R 3/4" MINIMUM PERETRATION INTO CONNECT- ING LAYER. STAPLES SHALL BE PLACED 6" O.C. IMIMUM VERTICALLY AND HORIZONTALLY WITH FIRST AND LAST ROW OF STAPLES LOCATED I" FROM TOP AND BOTTOM EDGE OF BEAM RESPECTIVELY. FASTEN RIDGE BEAM TO EACH TRUSS WITH MINIMUM 6- 15 GA. STAPLES WITH 1' PENETRATION INTO TRUSS KING POST OR EQUIVALENT FASTENING. 3/8' X 3' LAG SCREWS O 16' O.C. (TYPICAL) 30 GA- X 1-1/2" STEEL STRAP FROM TRUSS TO WALL STUD AND/OR FROM RIDGE BEAM TO WALL S1UD O 16' O.C. WITH 16 GA. X 1' STAPLES PER STRAP END PLUS STRAPS AT OPENING COLUMNS PER FLOOR PLAN. (TYPICAL EACH MARRIAGE WALL) 12 GA. MARRIAGE CUPS '/V I -BEAM AT 96' O.C. ALL STEEL A-36 H(MINIMUM) 1- 5/16' x 3" LAG SCREW AND CUP FROM I -BEAM TO EACH JOIST. NTERIOR FINISH MATERIAL CEILING - 1/2" MINIMUM GYPSUM BOARD INSTALLED PER MANUFACTURERS SPECIFICATIONS. WALL - 3/8" MINIMUM GYPSUM BOARD INSTALLED IN CORRIDORS. 5/3Z" PAA/EL/NG ELSEN/NE.QE FLOOR - BLOCK TILE TH21J L9U7- DU/LIJ/L/G, ROOF COVERING OVER 3/8" RATED SHEATHING, PLYWOOD MINIMUM EXP-1 20/0 - SEE ROOF SHEATHING DETAIL 30 GA. X 1-1/2" STEEL STRAPS FROM WALL STUD TO JOIST O 16' O.C. WITH 7- 16 GA. X 1" STAPLES PER STRAP END PLUS STRAPS AT OPENING COLUMNS PER FLOOR PLAN (TYPICAL EACH MARRIAGE WALL) '2 Xt< SIF.W7 BE7,0.P/I/6 BLOeAc BET11YEFA1FLooR J0/57 UA10ERALLIR/T!"R- /a2 ZOLUMV5. EXTERIOR FINISH MATERIAL ROOF -30 GAUGE GALVANIZED METAL ROOF COVERING INSTALLED PER MANUFACTURERS SPECIFICATIONS. WALL - 7//L" L. P. I&AIE-,e SCRG npA EXTERxD,Q 2,9TED S/O/A/ G. SIDING TO EXTEND FROM TRUSS TOP CHORD TO BOTTOM OF FLOOR EDGE JOIST WITH ALL EDGES SUPPORTED BY 2 X 4 SPF #3 LUMBER. FASTEN SIDING WITH Ed NAILS 6 " O.C. EDGES AND 12" O.C. IN FIELD. 1 LISTED TRUSSES AT 16' O.C. LISTED ROOF TRUSS DESIGN LOADS; LIVE LOAD 20 PSF TOP CHORD s DEAD LOAD 6 PSF TOP CHORD - DEAD LOAD 4 PSF BOTTOM CHORD ,. / R-/IINSULATION ,r,j4FTMGE/> 30 GA. X 1-1/2" STEEL STRAP FROM TRUSS TO WALL STUD O 16' O.C. WITH 7- 16 CA X 1' STAPLES PER STRAP - END. (TYPICAL SIDEWALLS) EXTERIOR WALL STUDS 2x4 SPF#2 AT 16' O.C. EXTERIOR WALL FINISH 4' R- // INSULATION 30 GA. X 1-1/2' STEEL STRAP FROM WALL ' STUD TO FLOOR JOIST AT OPENING STUDS AND 16' D.C. WITH 7- 16 GA. X 1" STAPLES PER - - - STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) RIM JOIST 2x6 SPF#2 FLOOR JOISTS 2x6 SPFi12 AT 16- O.C. - - R-// INSULATION AGENCY APPROVAL (hose prints ce-•ply wit Fl the Florida Manuiectured Building Act of 1979 COniffa'tUon Codes Ind adhere to fhe o`oaowing .:ri+eria: • r Cons+. Typo occupancy AllowaEle No. a: of Floor: / - Wind velocity Fire Rating of Ext. Walls Plan No. Allow. Floor Load Approval Data Menuf. NwC s, TRIFLE A CUSTOM BUILDERS 4 DATE: S-/5 g THIRD PARTY: HWC do ASSOCIATES. INC. DRAWN BY: 1627 SOUTH MYRTLE AVE. CLEARWATE'R, FLORIDA 34616 CHECKED BY: CODES: ScS �E� FL SCALE: -NTS- SEALS: SHEET 5 71;1r CRO. SECTION JOB NO, 4 OF 4 _ --7 e 2 AJKic S C T ,T PAUL WELCH INC. 1984 Biltmore Street Suite 114 PORT ST. LUCIE, FL 34984 [AAR 3 0 1903 m I I OC CL rY Q I I I 1 I / 1 / ' I I bK / / 1 / ASPNiNLT S 880 57' 0211E S 15.49E �Qap� m ----� O 4 I I I I I ti�?�� -1<. 0I 1 1 _ A �c IL--"' _ — — — — — '--------- .1 129.3 Imo- .w.00 III 2,.9b 2qo"fir• -0 1 � .01 r--sr— lr . -ir �, N7—— — — — — —— F•_-- --- ---- -- -- - ------�izi3 ��---- IFS\�BDQ/IIv1`C�mII�F���'�Iltijt���°I-----------------j ��rGt� fL��-rt�7tilb L _ —J �� 43_�' JLJ ��4 ���3 �, _II T GI` J t� CO i 3s � L---- Jtiti. I STaRY OFFICE BLOC, ?� P _ _ ROP. 1000 GREED &RE� -- -' t I , �• � r 1_---7tT�--- — I +� %v dl —_ I Tr J�EXISTby19S7Y �DR4D1FIElDII I r I (SHED TO BE REMOVED) IQ OFFICE BLD5,M�11 (e�IST� II I �� Q'�.I �MFFE` 22.B8— ' I I I I I h IL o' s A h (n 39,5E _ _ _ L I I I Ltd ? (. L� G I y ` I— �' _ \�j d -0o I LI L _ 9� 62A' I I \� (/' I L �,�. ��r ��, ,� I +.��� NI I �� I ��� - I� 1}� p p cL I I (p I I VICINITY MAP STKbr"ZI v ¢,30 29 -ISSAQ LA QI /p �NNA_! Ln�,/�m AMY �.�I ;ABET>J ANN � I�------ ���, II COUNTY --_ ]FAIRGROUNDS III —�YVONNE 3 1 DR im LLI EmL;€; COMPL" PIEVIEVIII(R) BY O 3 0 NORTH a I +``�c�D II `' u° ml I �+`auP�m II ti+`��° ° I I �c+�b° A I I �u m I I +�u I i �d� ► I �° I o��R U L — ! —_ = I _ , 9 , o M I — ,y h _ _, 2.b x x 22 2 �_ JL� J��° yi J��P4�' JL�P4_ JL' 4 �L� L — — — J — -- — r — x 441 20 4'' a3 bo' L _ bo' I1ti.1 ZZ,S y b 641 22.8 22 So 30 10 0 So IDO r1P. m ILJI 3 O y,o ZI,9 h ZI.9 *21,9 ° ✓y O AO ACRE AP ANCHOR POLE ANC ANCHOR ASP ASPHALT BE BUFFER EASEMENT BM BENCHMARK e BLOC,, BLDG BUILDING CHD CHORD CB CATCH BASIN CL CLEAR CNI CONCRETE MONUMN7. CS CONCRETE SLAB CBS CONCRETE BLOCK STRUCTURE CHO CHORD BEARING CLF CHUN LWK FENCE Cu CENTERLINE INTERSECTION OMP CORRUGATED METAL PIP CDR CORNER CPP CONCRETE POWER POLE CVC CONCRETE VALLEY CURB CALC OR C CALCULATED CAW CABLE TELEVISION BOX CONIC CONCRETE CL CENTERLINE DE DRANAGE EASEMENT DIF DRAINFEW EAST EM ELECTRIC METER EP EDGE OF PAVEMENT ES ELECTRIC SERVICE ELEV ELEVATION ENCRO ENCROACHMENT FH FIRE HYDRANT FFE FINISHED FLOOR ELEVATION 'NO FOUND NW HEADWALL P RON PRE R RON ROD ,NV INVERT ARC LENGTH LB UCENSED BUSNESS MEASORM MEASURED N NORTH --- I- Tr I I O S 880 491 20 1033. I S' W I 0 'L, I o 9 o y22,b K22° - x22. ,cZ2'..8�-- I — I'EDGE of WATE-R IF = 16.8 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 LEGEND NO NWKBER— — NOVO NATIONAL GEODETIC VERTICAL DATUM / — OE OVERHANG EASENIEM _ _ _ —/ _ — — •— — — — — — — — _ DID OFFSET _ OR OFFICIAL RECORD — ONE OVERHEAD ELECTRIC _ ONU OVERHEAD UnVtt P PLAT PE PLAT BOOK PC PK POINT OF CURVATURE PARKER KALON NAIL C U E 13 LV PP POWER POLE 1T L I PLC PONT OF COMPOUND CURVATURE �I,/ PCP PERMANENT CONTROL POLAR PIS PROFESSIONAL LAND SURVEYOR POE POW OF BEGINNING POD POINT OF COZENCENIENT POD POW OF REVERSE CURVATURE FROM PERMANENT REFERENCE MONUMENT PUE PRNATE UTILT' EASEMENT RAD OOP RADIUS RAC ROD AND CAP RAN RIDHT-OFWAY RCP RENFORCEDCONCRETE PIPE RLS REGISTERED LAND SURVEYOR SOUTH SCRN SCREEN ST SEPTIC TANK SW SIDEWALK SBT COUTHERN BELL TELEPHONE SF SQUARE FEET 39MH SANITARY SEWER MANHOLE TT TIN TAB TOO TOP OF BANK VIC UNDER CONSTRUCTION UE UTILITY EASEMENT UP UTILITY POLE LODE UTIR AND DRAINAGE EASEMENT W WEST VOID WOOL VN.1 WATER METER WP WELL PONT WPP WOOD POWER POLE WV WATER VALVE SITE DICKE A NAL II II II P II II II II I 32.Nn F.R.Sou . r.SSEx OR MA NI NOTES: I. ORIGINAL BACKGROUND SITE PLAN INFORMATION TAKEN FROM SITE PLAN BY RICHARD T. CREECH, INC. 2. BOUNDARY INFORMATION PROVIDED BY JAMES KIRBY, PLS. 3. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY VELCON GROUP, INC. 4. PROPOSED OFFICE BUILDING INFORMATION PROVIDED BY CLIENT. 5. EXISTING AND PROPOSED OFFICE BUILDING TO UTILIZE CITY WATER AND SEPTIC SYSTEM. 6. WELL SHOWN IS USED FOR PLANE WASHING ONLY. St, Lucie County Hetitfll Unit Environmental Health Site Plan Approved For Construction z Supercedes All Previous Site Plans Fo j GO Reviewer N ? ,