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HomeMy WebLinkAboutBUILDING PLANa , 48' 0" 3'-4" 8'-8" V-4" 21'-8" 7 V-0" 14" W-4" 14" 2 2 S Cn } U v Z �C�o w 'zt z_ Wrn� V J 0 �ZCD Wow �O LL z O 0 FILESCANNED Copy BY SDI 5TLUCIECOUNTY St. Lucie County Health Dept Environmental Health Section Site Plan Approved for Construction Super VIOUWe CSDS# Reviewer: s 4'-0" 3'-2" 3'-0" 3'-2" 4'= 0" 17'-4" 48'-0" 00 y Go ry LL . a. 11 ry LL lA EGRESS GQ 0 a f"Q s a M o LV 255H EGRESS I �- --— N m� w I a N MASTER SUITE � BACK PORCH 10'-0'/CARPET � 10'-0"/CONCREfE "o iq•_p^ o0 I HOBBY ROOM a 10'-0"/CARPET I 6'-2" 6'-1 ' 608OSGD TEMPERED N w N W I 8'-21" 3'-6" 2'-3!" 2'-31" 13'-33" N 2668 I � CODE: FBC 2001 ARCHITECT/ENGINEER: TYPE OF CONSTRUCTION; CBS X FRAME___ BUILDING DESIGN: ENCLOSED X PARTIALLY ENCLOSED _ OPEN _ WIND SPEED (3 SECOND GUST): 130 X 140 EXPOSURE B BUILDING HEIGHT TO EXPOSURE COEFFICIENT �.0— INTERNAL PRESSURE COEFFICIENT t0.18. IMPORTANCE FACTOR 1�0_ MEAN BUILDING HEIGHT 15,0_ FEET OVERHANG 15 FEET ROOF PITCH 6 12 ROOF DEAD LOAD (DL): SHINGLES 17osf TILE Z5osf LIVE LOAD (LL)=30 FLOOR LIVE LOAD (LL): 40 psf DEAD LOAD (DL) 50psf WINDOW/DOOR DESIGN PRESSURES ON ELEVATION: YES X NO COMPONENTS AND CLADDING WIND PRESSURES SEE ELEVATIONS SHUTTERS: YES_X_ NO_ IMPACT RESISTANT ASSEMBLY: YES__ NO X GENERAL PLAN NOTES Gi. DESIGN PARAMETERS DESIGN LOADS: UNLESS NOTED OTHERWISE (U.N.O.) IN SPECIFIC NOTES ROOF LOADS: DEAD LOAD (D.L.): 17PSF (SHINGLES) DEAD LOAD (D.L.): 25PSF (TILE) (25R DURATION INCREASE) UPLIFT CALCS: DEAD LOAD (D.L.): 10PSF (SHINGLES) DEAD LOAD (D.L.): 75PSF. (TILE) ' LIVE LOAD (L.LJ: 20PSF (607 DURATION INCREASE) FLOOR LOADS: DEAD LOAD (D.L.):- 15PSF �: ' LIVE LOAD (L.L.): 40PSF (0% DURA?ION INCREASE) G2. MINIMUM LUMBER SIZES, SPACES, GRADES, AND„SPEL^IES (U.N.O. IN SPECIFIC NOTES). A. INTERIOR NON -BEARING WALLS: 2X4 STUDS AT 24". O.C. SPRUCE -PINE -FIR (SPF) �`2 GRADE LUMBER (OR BETTER) OR METAL STUDS (25GAUGE) CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. - B, FRAME BEARING WALLS: 2X4 STUDS AT 16" O.C. TO 10'-0" LENGTH. OTHERWISE USE 2X6 SPF {f2 GRADE LUMBER (OR BETTER). C. HEADERS: SOUTHERN PINE, GRADE 2, (2) 2X12's U.N.O. ON PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP AND BOTTOM EDGES i6" ON CENTER. G3. HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. G4. LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED. G5. FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB-91 SUMMARY SHEET (A.K.A.: THE ORANGE SHEET') G6. GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK. G7. ALL ANCHOR POSITIONS ARE ft/2" G8. ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENTS' LATEST APPROVED ROOF COVERING MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED. TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON REQUEST MINIMUM 6) PER TAB G9. MINIMUM DESIGN PRESSURES FOR OPENINGS ARE INDICATED ON ELEVATIONS. G10. ALL STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLAN G11. ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES SPECS G12. ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS. G13. A/C COMPRESSOR LOCATION MAY VARY. VERIFY LOCATION WITH SURVEY. G14. SLOB SHALL BE RECESSED ON ALL DOORS (EXCEPT FRONT DOOR) IN ALL LIVING AREAS. G15. SEE FLOORPLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. PRECAST LINTEL SCHEDULE APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE TREY ARE WITHIN ALLOWABLE LIMITS. LENGTH �� � APPLIED GRAVITY � GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM REMARKS O T-6" ' 2632 � 300 1634 312 1210 8F16-OB/iT O 7'-6" 2632 462 1632 8F16-OB/iT O 7`-B" 2632 4fi8 1634 1226 SF76-OB/iT O 12'-0" 208 1365 240 698 8F18-08/1T O T-6" 2632 256 1834 210 BF18-06/1T © i 1T-4" 385 300 330 950 2937 520 8F20-1B/2T 4 6" 267 2724 BFi6-OB/iT O I 3 -6" 5163 312 3547 387 8Fi6-OB/1T ~ 330 O I -4'-6" 2724 8F16-OB/iT 10 14'-4" 1370 1210 655 615 8F16-1B/2T I T-10" 1625 1407 1133 540 8F16-OB/1T 4'-6" 2931 345 2724 334 254 158 254 8F16-OB/1T Q 10'•- 1247 250 914 8F16-OB/iT 14 19`-4� W` 750 275 434 8Fi6-18/2T Q 10'-4" 1247 250 914 8Fi6-OB/1T SCHEDULE TO BE FILLED IN BY ENGINEER. LINTEL DEPTHS MAY BE INCREASED, BUT NOT REDUCED NOTE: R=RECESS F=FILLED w, /GROUT QUANTITY OF #5 U=UNFILLED\ NOTE: ALL GABLES & REBAR AT TOF' JACKS = <250PLF 8 F 1 6 -1 B/ 1 T� NOTE: USE CASTCRETE NOMINAL WIDTH-� / LOUANTITY OF #5 REBAR AT NOMINAL HEIGHT) BOTTOM OF LINTEL CAVITY ROUGH OPENING SCHEDULE 35-3 4"W % 99-1/4"H (INSWING) 35-3/4"W X 97-7/2"H (OUTSWING) 38-3/4"W X 99-1/4"H (INSWING) 383/4"W X 97-1/2"H (OUTSWING) 54'W X 100"H (INSWING) 53"W X 100"H (OUTSWING) 3080 3080 WITH S_IDELRE 3080 WITH S_IDELITE & _TRANSOM 54"W X 124"H (INSWING) 53"W X 124"H (OUTSWING) (2) 308U 78-1/2"W X 99-1 /4"H (INSWING) 76-1/2"W X 97-7/2"H (OUTSWING) (2) 3080 WITH TRANSOM 76-1/2"W X 124"H (INSWING) 76_-1/2"W X 124"H_ (OUTSWING) _ 6080 SLIDING GLASS 77-1/2"W X 97"H w/iX6 BUCKS 12080 SLIDING GLASS 155W X 97"H w/1%6 BUCKS TRANSOM 74" WIDE X20" HIGH (12" LEGS _ HEIGHT _3 HEIGHT _4 HEIGHT _5 HEIGHT _6 HEIGHT 1_ SERIES S.H. 19-7/8 X 26 19 7/6' X 38-3/8' 19-7/8' X 58-5/8' 19 7/8' X 63' 19-7/8• X 76' 2_ SERIES S.H. 37-3/4 X 28' 37-3/4' X 78' 3_ SERIES S.H. 53-7/8 X 28' 27-1 4 X 26' S3 7/8' X 38-3/8' S3-7/8' X 50-5/B" 53 7/8" X 83' 53-7/8' 1 2 3 SERIES S.H. 27-1 4' X 38-3 6" 27-1 4' X 50-5 8' 27 1 4" X 63' 27-14' DRAWN BY: DJC CHECKED BY: PBG JOB. NUMBER: CUSTOM SCALE: 1 4" = 1'-0" U.N.O. _ START DATE: _ 07/15/05 PRELIMS: 07�9105 1st REVISION: 2nd REVISION: 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 3123 297 189 0 _ TOTAL: 3609 48'-0" Cn a a I i+, M 0 I o- co `a 3 m !n SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, 5.7 SO. FT FOR UPPER FLOORS. OPENINGS a SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. N 0 N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ?i'. COMPLY WITH, ALL APPLICABLE CODES:; V UJ / 04 U� r4 N �A/0 + I ZU� Z m CONCEAI�D FASTENEAS OR AT(ACHMENTS W UI p J_ AAE THE RESPONSIBILITY OF THE z = q"LL CONTAACTOAOF RECORD 4 WLW a ®o N I 0 mQ aLL ((1 d m "I• i i 1 m m FILE COPY m A/C UNIT NTf�lE�te PLkI', IhE EELS REVIEWED 0 r0 M :M,3(%)68 IN ACCOpt�lyCE WITH THE FLORIDA -- - 1 , BUILDING CODE. :I -,0 Go M I o �IL ti'v. i.4' N :L7i. MbGN. 1lL+1JT 0 f I I y D3L. Slw11t 0 1 N r a ,� LPGZ„ Loop lbNj 2' Mm I JLUFF311yT.V. i 211 I „ I �'w•v' /. 3 3a c,o • SCANNED �`� WAswa�z BY O III �T LUCIE CCUN1•Y S�� R 31 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FORC • -CE REVIEWED hY 1)h iva -II� Zt1 U• f,'lZ DATE W ( PLANS AN P NIIT MUST BE KEPT ON JOB = A O OR NO INSPECTION WILL BE MADE. F- Q �l z 4 � I ' to o w ... m o L d _ -CO S Fl C i ANI� 3 I la✓ � t\ _ \ h. L-nv m THIS STRUCTURE HAS BEEN DESIGNED 2 AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: o INTERNAL WIND PRESSURE�(�.��p ,iy yrlt�i(L WINDBORNE DEBRIS PROTECTION pnt.) IMPACT RESISTANCE GLAZING pnt.) EGR FLU G AlN.T.s. Ile p = - 3 -4" 3'_q" 14" 5 EGRESS 2,_q„ 2,_4, FD i•"�1•f+r -�j9•S � 2 H G E i� ■ ■� III■ I � MASTER SUITE � _= 10'-0'/CARPET ■ ■ ■ � 0 BACK PORCH 10'-0"/CONCRETE 1a'-o" HOBBY ROOM 10'-0"/CARPET 6'-1 • 6'-2" 6'-1 • I BOBOSGD TEMPERED I +31•ro ■ 3'-6" 2'-38" 2'-3I" 1T-1" ` 13'-31° ;- I I m m =- 26sa ■ I ATTIC ACCESS Cm I r-- i �---J �, . M � 26688E X n � � 2668PKT II I I ■ I �LHinNG—IN � ARTIC LIVING ROOM COFFER/TILE II= I DINING ROOM m z COFFER/TILE I L--� N Ilm I m ■ � AFF KNEE WALL 3TEMP GLASS ENC N I I I I ■ m � I •I a I I x U �' 2'_5" 2'_0" I N TEMP— m zssa ■ ■ - 2'-8I" -Elm— � ` II I © Q 1 2"X60" TUB1'_O" 5'_1^ '_5^ 2•-3!° 1D•-9I" 5'-3I" = 13 ■ we I L_ ■ I N � I � KIT HEN = I 10'- "/TILE � N LL m I I I #2 ,o I� I � — ■ BEDROOM � 10'-0"/CARPET I I I I � I I I lV I v � GALLERY � COFFER/TILE m � o m -- 13•_�• zase 2'_ I I I I I 11'-1" N N 5'-2" � WH DRYER ASHE III W I � I I o ,I I I m to M I o m Iml M 1;1, i 2868 ■ � i. I 2868PKT AHU ■ BEDROOM #3 — — ■ 10'-0'/CARPET I � I I 1 `- "' a ■ III' I II' I I li�l�',I� ■ 2868PKT we I I 2668 I I PLAY ROOM 0 - � ■ a a � I=I � I I , I FOYER I �' 10'-0"/CARPET - I F5 ' "1 ICI `ol I COfFER/TILE � = 3'-10I° 3 -9" 16'-�" I 2ssa d� N ■ 00 z R&S `° �'vNi � I .� GLOSET I � o � ■ � ,— MT i ■ .;. ■ ■ '.. ■ I ■ N I N 80 EG 5SH G ESS 25SH EGRES I I zessPKr w/(2 TEMP SIDELITES t ,+32.� �kZ,� _�q•o $:'I k'> •1 -A�.o I ■ 5'-8" 2'-8" T-4" 3'-2" 2'-0" ■ m 24'-8"- N I ■ o FRONT PORCH � 10'-0"/CONCRETE BEDROOM #4 _ ----------•------- ---------■ ■ -------- I ■ ■ N 10'-0"/CARPET ■ ■ ■ 0 16'-0" I I 't1i,11N ■ ■ ' � '' j ■ H S ■ i'�I hi pIIJ � II SHE S ■ � ■ k4 • o �Ah o A• 3'-2" 3'-0" 1 T-4" 3"-2" 4'-0" 48'-0" CODE: FBC 200-1► ARCHITECT/ENGINEER:-.--'--- --__-__-__-.--- TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X___ PARTIALLY ENCLOSED_ OPEN__._ _ WIND SPEED (3 SEGOND GUST): 130_ 140 EXPOSURE B BUILDING HEIGHT TO EXPOSURE COEFFICIENT 1.0 INTERNAL PRESSURE COEFFICIENT f0.18 IMPORTANCE FACTOR 1.0 MEAN BUILDING HEIGHT 15.0 FEET OVERHANG 1_5 FEET ROOF PITCH 6/12 ROOF DEAD LOAD (DL): SHINGLES 17osf TILE ZSDSf LIVE LOAD (LL)=30 FLOOR LIVE LOAD (LL): 40 psf DEAD LOAD (DL) 50psf WINDOW/DOOR DESIGN PRESSURES ON ELEVATION: YES X — NO___ COMPONENTS AND CLADDING WIND PRESSURES SEE ELEVATIONS SHUTTERS: YES X NO_ IMPACT RESISTANT ASSEMBLY: YES___ NO X_ GENERAL PLAN NOTES G7. DESIGN PARAMETERS DESIGN LOADS: UNLESS NOTED OTHERWISE (U.N.O,) IN SPECIFIC NOTES ROOF LOADS: DEAD LOAD (D.L.): 17PSF (SHINGLES) DEAD LOAD (D.LJ: 25PSF (TILE) (25R DURATION INCREASE) UPLIFT CALCS: DEAD LOAD (D.L.): tOPSF (SHINGLES) DEAD LOAD (D.L.): i5PSF (TILE) LIVE LOAD (L.L.): 20PSF (60� DURATION INCREASE) FLOOR LOADS: DEAD LOAD (D.L.): 15PSF LIVE LOAD (L.L.): 40PSF (OR DURATION INCREASE) G2. MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (U.N.O. IN SPECIFIC NOTES). A. INTERIOR NON -BEARING WALLS: 2X4 STUDS AT 24" O.C. SPRUCE-PINE-FlR (SPF) #2 GRADE LUMBER (OR BETTER) OR METAL STUDS (25 GAUGE) CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. B. FRAME BEARING WALLS: 2X4 STUDS AT i6" O.C. TO 10'-0" LENGTH. OTHERWISE USE 2X8 SPF #2 GRADE LUMBER (OR BETTER). C. HEADERS: SOUTHERN PINE, GRADE 2, (2) 2X12's U.N.O. ON PLAN OR DETAILS. NAIL PLIES WITH i6d GUN NAILS AT TOP AND BOTTOM EDGES 16" ON CENTER. G3. HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. G4. LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED. G5. FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB-91 SUMMARY SHEET (A.K.A.: THE ORANGE SHEET') G6. GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTEb ITEMS WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK. G7. ALL ANCHOR POSITIONS ARE tt/2". GB. ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENTS' LATEST APPROVED ROOF COVERING MANUFACTURERS LIST (IF APPLICABLE SHALL BE USED. TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON REQUEST MINIMUM 6) PER TAB G9. MINIMUM DESIGN PRESSURES FOR OPENINGS ARE INDICATED ON ELEVATIONS. G10. ALL STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLAN G11. ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES SPECS G12. ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS. G13. A/C COMPRESSOR LOCATION MAY VARY. VERIFY LOCATION WITH SURVEY. G14. SLAB SHALL BE RECESSED ON ALL DOORS (EXCEPT FRONT DOOR) IN ALL LIVING AREAS. G15. SEE FLOORPLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. PRECAST LINTEL SCHEDULE _ APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE �IHHtt�Y ARE WITHI$�Npp ALLOWABLE LIMITS. i LENGTH GRAVITY GRAVIT( � UPLTFE'T AUPLIIFEI'DCOBEgMITE I. REMARKS Oi T-8" � 2632 300 ! 1634 312 IBF18-OB/iT�� 02 � T-fi 2632 � 462 I 1632 TII 1210 iBFi6-08/iT�_--- O3 I T-6" i 2632 I 468 I 1834 1226 j8Fi6-OB/1T„ O4 �'� 12'-0" I� 1365 240 896 I 208 Ii8F16-OB/1T- O5 T-6" � 2632 256 1634 210 8F16-OB/iT i i 1T-4" 950 II-- � 385 � 520 BF20-1B/2T- O7 4'-6" 2931 ' 267 2724 330 aF16-OB/1T�-— ® � 3'-6" i 5163 312 3547 � 387 SF16-OB/1T O9 I 4 6 I 2931 � 267 2724 ' 330 18F16-OB/1T OO 14 4" I 1370 1210 655 '; 615 � 8F16-1 B/2T I _ 11 T-10" 1625 'I 1407 1133 _ � 540 )BF78-OB/1T Q2 ' 4'-8" , 2931 345 2724 ! 334 I8F18-OB/1T'� 13 I 10'-4" I 1247 I 250 % 91� 4 —254 ��BFi6-OB/iT 19'-4" I 750 275 I 434 1—.—_----- I 158 !8F16-1B/2T 1© � 10'-4" 1247 I ; '8F16-OB/1T 250 914 254 SCHEDULE TO BE FILLED IN BY ENGINEER LINTEL DEPTHS MAY BE INCREASED, BUT NOT REDUCED NOTE: R=RECESS F=FlLLE�_w,/GROED\ RE6AR A �Op'S NOTE: ALL GABLES & uNFll � JACKS = <250PLF 8 F 16- 1 B / 1 T NOTE: USE CASTCRETE NOMINAL WIDTH-� / �gUANTITY OF #5 REBAR AT NOMINAL HEIGHT) BOTTOM OF LINTEL CAVITY ROUGH OPENING SCHEDULE 2680 35-3/4"W X 99-1/4"H (INSWING) 35 3/4"W X 97_1 /2 H (OUTSWING) 3080 _ 38-3/4"W X 99-1/4"H (INSWING) 38=3/4"W X 97-1/2 H (OUTSWING) 3080 WITH SIDELITE 54"W X 100"H (INSWING) 53"W X 100'H (OUTSWING) 3080 WITH SIDELITE &TRANSOM 54"W X 124"H (INSWING) 53"W X 124"H (OUTSWING) (2) 3080 _ 76-1 /2"W X 99-1/4"H (INSWING) 76-1/2"W X. 97-1/2"H (OUTSWING) (2} 30a0 WITH TRANSOM 76-1/2"W X 124"H (INSWING) 76-1/2"W X 124"H (OUTSWING) 6080 SLIDING GLASS _ 77-1/2"W X 97"H w/1X6 BUCKS 12080 SLIDING GLASS 155'W X 97"H w/1X6 BUCKS TRANSOM 74" WIDE X 20" HIGH (12" LEGS _2 HEIGHT _3 HEIGHT _4 HEIGHT _5 HEIGHT _6 HEIGHT 1_ SERIES S.H. 19-7/6' X 26" 19-7/8' % 38-3/E" 19-7/8' X 50-5/8' X 83' 19-7/8'_X 76' 2_ SERIES S:H. 37-3/4° X 26' 37-3/4' % 38-3/8" 37-3/4' X 56-5/6" _19=7/8" 37-3/4" X 63' X 76' 3_ SERIES S.H. 53-7/9" X 26' 53-7/8" % 38-3/8_ 53-7/8' X 50-5/8" 53-7/B' X _37=3/4' _ DRAWN BY: DJC CHECKED BY: PBG _ JOB NUMBER: CUSTOM SCALE: �4" _ _1'_-0"__JT�.N_.0. START ._DATE: _07 1�05 PRELIMS: ___0)7.19/O5 1st REVISION:_ 2nd REVISION__._____._,___ 3rd REVISION:___.__.,_______ 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 3123 297 189 0 TOTAL: 3609 1BEAR1 I I FFE-�ASS 12 5� ��— oEFF�f UMED FRONT ELEVATION ASSUMED RIGHT ELEVATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION SCALE: 1 /4 = 1'-0 REAR ELEVATION I, , i L- ---------------------------------------------- SCALE: 1 /4" 1'-0" IN —0" BEAR 1 1 0'-0" FFE (ASSUMED SCALE: 1 /4" = 1'-0" 10'=0" BEARINGrh I (ASSUMED i. FG SCALE: 1/4" = 1'-0" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FILE: COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, MAY BE NECESSARY IN ORDER TO r. COMPLY:WITH ALL APPLICABLE CODES"' SCANNED BY 3T LUCIE COUNTY DRAWN BY _DJC CHECKED BY: PBG JOB NUMBER CUSTOM SCALE: 1 4" = 1=00"U.N_O START DATE: 07/15 05 PRELIMS: —_ 07 19 _05 1 st REVISION 2nd REVISION 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: 3123 ENTRY: 297 PORCH: 189 GARAGE: C TOTAL: 3609 • UJ > �I- Z J u; r <Cc .. E-Wz U �Z Z. W ( c �- �Z� U. (n�zw Q �F- �® ®C L�J Q w J w onmI.. 0kill" }J fl.. =n XLI LL -j I� GENERAL MASONRY NOTES 1. MASONRY CONSTRUCTION SHALL CONFORM TO SBCCI LATEST EDITION AND ACI-531-95. 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM—C90 WITH f'm=1500pci. 3. MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S". 4. REINFORCE WALLS SHALL CONFORM TO ACI 530-95 AND AS SHOWN ON PLANS AND SECTIONS USING VERTICAL #5 IN GROUTED CELLS WITH PROPER DOWELS AND CORNER BARS CONFORMING TO ASTM A-615 5. WHERE SHOWN ■❑ ON FOUNDATION PLAN, CONCRETE BLOCK TO BE FILLED SOLID WITH GROUT f'c=3000 PSI MINIMUM AND (1) #5 VERTICAL BAR AS PER NOTE #4 ABOVE. NOTE A 1/2"0 X 6" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2"0 J—BOLTS. ANCHORS TO BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES. *DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2—PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY —TIE. GENERAL FOUNDATION NOTES 1. CONCRETE SHALL BE A MINIMUM OF 4" THICK OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. 2. CONCRETE SLAB SHALL CONTAIN 6"X6" #10/#10 WWM, (MINIMUM 1" COVERAGE) OR SYNTHETIC FIBER p �n� 1f REINFORCEMENT. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI. 4. ALL 90' HOOKS ARE TO BE EXTENDED 10" MINIMUM BEYOND THE TURN. FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS THAN (6) BAR DIAMETERS) 5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTINGS AND 1-1/2" IN BOND BEAMS. HOOKS MAY BE ROTATED HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES. 6. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. (30" FOR #5 BARS) 7. THE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2500 POUNDS PER SQUARE FOOT. jgg pi ANg HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, #5 REBAR CONCRETE SLAB a � FGI III � m C2�NTIN000SM 3M COVER MINIMUM UBEARING FOOTING F 1 SCALE: 3 8" = V-0" #5 REBAR FOOTING BEYOND CONCRETE SLAB 4" CONCRETE-/ � 18.. '— 2#5 MINIMUM DRIVEWAY C 71N000S 3 COVER MINIMUM FOOTING AT OHGD F2 SCALE: 3 8' = 1'-0 z �#5 REBAR f 10" A.B. n CONCRETE SLAB MAX 7" EMBED � FG � m N C2dNTIN000SM 3M COVER MINIMUM INTERIOR STEP F4 SCALE: 1/2"0 X 10" A.B. AT 24"OC MAX 7" MINIMUM EMBED C26NAN000SM 3� COVER MINIMUM INTERIOR BEARING F7 SCALE: 3/5" = 1 -0" SHOWER CURB F 10 SCALE: 3/8" = 1'-0" C2QNTIN000SM 3M COVER MINIMUM EXTERIOR STEP F5 SCALE: 3/8 == 1 -0" ONCRErE SLAB VARIES FO (( pp 1'-0 C10'N1'IN000SM 3M COVER MINIMUM .THICKENED EDGE FILECOPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD z III #5 REBAR n 7-5/8" CURB CONCRETE SLAB � jFG 16" C20'NTI5 MINIOUS 3N COVER MINIMUM CURB SECTION F3 SCALE: 3/8" = V-D" ONCRETE SLAB 8" ARIES Do 1) #5 CONT INTERIOR STEP F6 NON -BEARING SCALE: 3/8" = V-0" z III #5 REBAR s CONCRETE SLAB N 1 C2(SNTIN000S 3M COVER MINIMUM SLIDING DOOR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL• APPLICABLE CODES:, DRAWN BY: DJC CHECKED BY: PBG JOB NUMBER: CUSTOM SCALE: 1/4- = l'=0" U.N.O. START DATE_._ 07/15 05 PRELIMS: ____ 07�9 05_ 1st REVISION: 2nd REVISION__._ 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 3123 297 189 TOTAL: _0 3609 } U LLJ� J Z > < >wo CD Zv o Z WOO F-- Z LL co �F- �W �--� ❑ ❑ 0 IL SCANNED by 'r I I Irlr ^nl INITY L` SEE LINTEL SCHEDULE CENTERED 16" 2X8PT FOR FOR REINFORCEMENT //�—TORSION SPRING (AS REQUIRED) - - --__- -- _- - —. -_ --Y= � 1/2"0 WEDGE ANCHOR (1) #5 CONTINUOUSco WITH 3-1/2 EMBEDMENT AND 2" SQUARE WASHERS 16'-0" P.T. 2X6 ATTACHED WITH 3/16" X 2-1/4" TAPCONS T 6" O.C. WITH WASHERS A 1 I _ N 8'-0" P.T. 2X6 EACH O END (TYPICAL) I - EXTERIOR FACE OF WALL N STUCCO RETURN 2X6 P.T. AT HEIGHT OF DOOR SET 1/2" INTO OPENING ❑ ❑ SEE BUCK DETAIL GARAGE DOOR HARDWARE 1/2 X 6" REDHEADS WITH MINIMUM 2.0 X 1/8' WASHERS AT 24"O.C. AND 12' AT ENDS 0 - TF II , II rjl - c ICI � II d 11 I II' I II � O I N -- i — --- I -III i i O N — �il -- 'III T- II O --- - -III it II '�I N I' I O I li I -I L� ------------------------------- _-- ------ cv I II I n iY� O I I III #5 DOWEL WITH 30" OVERLAP —� " FOOTING AS PER FOUNDATION PLAN c = GARAGE GOAL POST z z 0 a Ej w w Li w I w FRONT ENTRY DETAIL 5 CORNER BAR WITH 5" MINIMUM OVERLAP / w #5 VERT REINF. TYP #5 HORIZ REINF. TYP it CORNER BAR ITI O N SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" 2X4 PT BOTTOM PLAT JBOLT AT 24"O.( EXTERIOR FACE OF WALL END6AND P 2RNRE6AINING 4 MIN EMBED. 4 IX P.T. BUCK SET IN BED OF PL400 ATTACH WINDOWS IN ACCORDANCE WITH PRODUCT APPROVAL SPECIFICATIONS N OTE: FOR DOUBLE WINDOWS ONLY MANUFACTURER TO FURNISH ANDENGINEER CLIPS FOR MULLIONS TO SILLS. WINDOW BUCK SCALE: 1/2" = 1'-0" EXTERIOR FACE OF WALL/ BOCK 43PEi JAMB ANDC2 PEIRTO CDQNCRETE/ ❑ ❑ ❑ ❑ 2X P.T. BUCK SET IN BED OF PL400 ATTACH DOOR FRAMES IN ACCORDANCE WITH PRODUCT APPROVAL SPECIFICATIONS EXTERIOR DOOR BUCK SCALE: 1/2" = 1'-0" EXTERIOR FACE OF WALL /NIN / IN 3 6ANDP2RNREMAI -1 4" MEMBED. ® 4" ❑ ❑ ❑ ❑ 1 X8 P.T. BUCK SET Z 77�� IN BED OF PL400E WITHCPRODUUCT APPROVAL SPECIFICATIONS SLIDING GLASS DOOR BUCK SCALE: 1/2" = 1'-0" TYPICAL KNEE WALL DETAIL 5/8" CQX PLYWOOD W INTERMEDIA &TEDGES (I it I! li If II II II (I II i II III II II i II H 10 II II II II II f.l II it II I li II II II II II LI ;I 19/32" PLYWOOD C-D NAILING SCHEDULE SCALE: 3/4" SCALE: 1/2" SCALE: 1/2" = 1'-0" 5/8" CDX PLYWOOD WITH 10d NAILS AT 6"OC INTERMEDIATE & PRE-ENGINEERED TRUSSES SPACED 24 ANCHORED WITH HURRIC CONNECT WITH 5/8" CEILING R-19 INSULATION OVER A/C BOND BEAM (SEE L SCHEDULE FOR REINFORCEI (1) #5 CORNER BAR WIT TYPICAL OVERLAPS GROUT F 8" U-SHAPED PRECAST SEE LINTEL SCHEDULE FOR I 1/2" P.T. FIRRING STIR 24"O.C. (TYPICAL) WI (MINIMUM) INSULATION AN DRYWALL (T TYPICAL WALL SECTION CONDITION #1: STRAP IS 0" TO 3/8" AWAY PROM EDGE OF TRUSS. REPAIR: NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8" TO 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL (12)-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN USING LTS12 ANCHORED TO WALL WITH (5) 1/4"x2-1/4" (MIN.) TAP -CONS AND NAILED TO TRUSS WITH (12)-10d. MAXIMUM 1200 LBS. UPLIFT. APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL. LEV)ENILY4ATX2-1/4" TAPCONS LEAST 2PACED " FROM TOP STRAP MISALIGNMENT REPAIR SCALE: 1/2" = 1'-0" 10d NAILS EACH OPENING (MIN. 3 EACH SIDE) �HUSC28-2 (6) 1/4"X2-1/4" TAPCONS (3) EACH SIDE TRANSOM BEAM LINTEL OR WOOD BEAM 1/2" PLYWOOD F CE, BOTH SIDES 2X4 ARCH AS PER ELEVATIONS -- ARCH DETAIL SHINGLE ROOF SYSTEM: G-5 FIREHALT OR ESTATE COMPOSITION SHINGLES ASTM D-3462. NAIL PER MANUFACTURER SPECIFICATIONS ON BUNDLE BUT NO LESS THAN (6) 1-1/4" GI ROOFING NAILS PER TAB OVER 15# FELT %STM D-226 TYPE-2 NAIL WITH 1-1/4" GI ROOFING BAILS AND 1-5/8" DADE COUNTY APPROVED TIN FAGS. NAIL ALL SEAMS AT 6"O.C. AND STAGGER _IELD AT 12"O.C. TRUSS ANCHOR -SEE ANCHOR SCHEDULE ALUMINUM DRIP EDGE DVER 1X2 PT 1X6 FASCIA ATTACHED TO 2X4 SUB -FASCIA TRUSSES w/16d NAILS EACH TRUSS AND 1X2 PT DRIP WIRE LATH & STUCCO SOFFIT w/7"X21" SCREEN VENTS 08'-0"OC (TYP.) WINDOW BUCK SCALE: NTS SCALE: 1/2" = 1'-0 FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, PRECAST SILL BY THESE PLANS AND ALL PROPOSED WORK PRECAST MANUFACTURER ARE SUBJECT TO ANY CORRECTION REQUIRED BY FIELD INSPECTORS THAT IN ORDER TO MAY BE NECESSARY COMPLY WITH ALL APPLICABLE CODES: ( 44" 1 (1) #5 DOWEL \� 10" 12" MINIMUM EMBEDMENT AND 30" LAP TYPICAL CLEANOUT OPENING EACH GROUTED CELL SEE FOUNDATION PAGE FOR SIZE AND REINFORCEMENT SCALE: 1/2" = 1'-0" DR_AWN _BY: __-_D_JC _____----._.__..__ CHECKED BY: PBG JOB NUMBER_ CUSTOM SCALE: 1/4 1 ' =0 UK START DATE:_ 07/15 05 PRELIMS___ 0719 05 1 st REVISION: 2nd REVISION: 3rd _ REVISION: 4th REVISION: -_ FINAL: AREA TABULATION LIVING: 3123 ENTRY: 297 PORCH: 189 GARAGE: 0 TOTAL: 3609 <� 0 Ck t\ y \; !uo m lL SCANNEr Sy cf) ry) \ • \ \—��—� • \ IIII 83CFM II1II IIII1 II -X2- _ Ii � IIIIIIIIII I —._ C7Z_V J°•B • 1OX10-12RA 11O-N95--� /N.0 10X6-6 10X6-6 loxs-s ,oxs-s 109CFM 109CFM 153CFM 153CFM I I — — — — — — — — — — — -- 8XI 26CFM I x W 0 143CFM 10ll Lz - — — — — — — — — — — — - J w 10 2 137CFM zu)''V 16" W Z THESE PLANS AND ALL PROPOSED WORD 0z I tARE SUBJECT TO ANY CORRECTIONS sx4-4 REQUIRED BY FIELD INSPECTORS THAT LL�' 4 p3CFM QW LL ft- MAY ex4-4 COMPLY WITH ALL APPLICABLE CODES, 14" X24RA _ LL 8X4-4 157CFM 11 CFM F ox10-12RA 2" E THESE PLANS HAVE K N REVIEWED IN ACCORDANCE WITH THE FLORIDA OX6-6 I BUILDING CODE, 110X6-6 113CFM loll0 8X4-4 5CFMV I I I I LLL-- --- 8X4-4 ---5CFM FILE COPY :D 134CFM 10X10-12RA 63CFM • 1 10-12 14XB-8 172CFM SCNIN I li NATURAL VENTILATION 402.2 18y' "T I , ^1NTA6 Y O.:O4 EEVVE -SDRAWN -B1II-1SASY-_I-I —-- _ -------------------------- 1 WP GFI ` J CLG FOR \ J 1\ PW XFOAN CLG 'PHI � I PW XFOAN-_ / I / CLG I -----r - , ----------- r JIN ATrlc� - -I / J PW XFOAN I I — — CLG Xa _-� I I II I I L®-- IN ATr \ GFI PH / \ I-------------- I PW FOR I 50CFFM R CLG FAN \ill; OGFI50 FM R , I .I GFII --�K�' / 1 1 I GFI db GFl GFI I IL CLG XFOAN I CHI ES \ \ I i I \ 50CFM GFII I I \ GFI GFl, GFI 220 �I \J I \1 I OPH CLG XN� iAMP voco PANEL - I I \ \ PH 10- CLG FFAN 1 50CFM VTR FI \ WP GFI ® 1 / I FF= — — — —� FI / I / D. BELL 1 I I WP GFI PW XFOAN- 4PH CLG ' /------------------— ^-------—..—— — — — — — — — , I Ir-1 / VA METER THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 'COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILM OF THE CONTRACTOR OF RECORD fj E OPI LOAD CALCULATIONS LINE ITEM DESCRIPTION WATTS WATTS 1 1828 s , ft. x 3 GENERAL LIGHTING) 5484W 2 2 SMALL APPLIANCES 3000W 3 LAUNDRY CIRCUIT 150OW 4 TOTAL 9984W 5 TOTAL - 3000W 6984W _ 6 REMAINDER ® 35% 2444W _ 7 _ LINE 6 + 3000W 5444W 8 _ AIR CONDITIONER 4.0 TONS 580OW 9 _ HEAT 10000W 10 _ GREATER OF HEAT @ 100% vs. A/C ® 125% 1D000W 11 WATER HEATER 45DOW 12 REFRIGERATOR 14DOW 13 FREEZER N/A 14 DISHWASHER 1030W 15 _ DISPOSAL 690W 16 TRASH COMPACTOR 17 MICROWAVE 1630W 18 CENTRAL VACUUM N A 19 WELL PUMP N/A 20 SPRINKLER PUMP 1587W 21 _ POOL PUMP N/A 22 - 23 24 --- -- 25 TOTAL ® 757 4 OR MORE 8128W 26 DRYER 50DOW 27 RANGE 8000W 28 TOTAL 36572W 29 �_ TOTAL/240V 152 AMPS USE 200 AMP SERVICE ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT UT FLUORESCENT LIGHT 3-WAY SWITCH $3 SMOKE DETECTOR ®D 4-WAY SWITCH $4 EXHAUST FAN DIMMER SWITCH $D DOOR CHIMES 9�9 GARAGE DOOR OPENER PUSH BUTTON In ALARM PAD o SINGLE OUTLET (p SERVICE PANEL CEILING FAN 11OV OUTLET SERVICE METER raj 220V OUTLET LIGHT FIXTURE 4-PLEX OUTLET WALL MOUNTED SWITCHED OUTLET 4p LIGHT FIXTURE \ DIRECT WIRE ® LIGHT FIXTURE ,n w/GPULL SWITCH \P/ CEILING FAN w/LIGHT JUNCTION BOX 0 RECESSED LIGHT �R A/C DISCONNECT VAPOR PROOF PHONE OUTLET T RECESSED LIGHT TV OUTLET ( FLOOD LIGHT NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC F U T PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ALL PLUMBING WILL COMPLY WITH 2O01 FL PLUMBING CODE 2" CONDUIT W/3 200 AMP 2/0 AWG THHN PANEL -\ — / 200 AMP 4/0 AL DISC., AS SERVICE CABLE REQ'D. CU TO COLD WATER PIPE AT HOSE BIB 2" CONDUIT 1 SET OF (3) 2/0 AWG THHN \-METER COPPER GROUND TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION UNDERGROUND ELECTRICAL RISER SCALE: NTS WEATHER 2" CONDUIT W/3 2/O AWG THHN 200 AMP PANEL \ AMP 4 0 AL DISDIS C., AS SERVICE CABLE REQ'D. 2" CONDUIT 1 SET OF (3) 2/0 AWG THHN CU TO COLD WATER PIPE AT HOSE BIB GROUND TO 5/8"x2O'-O" REBAR EMBEDDED IN FOUNDATION ABOVEGROUND ELECTRICAL RISER SCALE: NTS DRAWN BY: DJC CHECKED BY: PBG JOB NUMBER: CUSTOM SCALE: 1 4" = 1'-O" U.N.O. START DATE: PRELIMS: 07/19 O5 1 st REVISION:_- 2nd REVISION: 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 3123 297 189 0 TOTAL: 3609 U v�J Z Quo w �WZ Z ui Z z 0 z LL WSW d0 ILL SCANNED BY 5T LUCIF COUNTY UA 4 R cd i� CJ1 rI ` CJ3 T, ICJ5 3'4" u Ci cm Cr] OFFT 10'-0" CEILING 10'-0" CEILING ILA i3 CEILING 17'4" 3'4" U 0 T a 7ANGER Y BLDR, CJ 48' — 18'4' :#HANGER BYYBLDBLD J7 46 Poe 8'-6" 3'4" L Y u may,. M I- °D w 10 0 " 0 CE LI Al A2 /A4 All. / .A6 A7 / Ai0' RI (U ¢ A13 A14 A15 COFFEI UP 12" UP 12" Q A15 A17 EIDD SPACE A19 A20 J7 24'8' 11' ADDED 4X4 CFII L JINN TOP @ 10'-0" 12'4" — Q N CE LI COFFE UP 10" 10'-0" CEILING 6' LTT N 00 OD CJ5 CJ3 CJl �n 00 (U 00 NOTE ADDED 4X4 COLUMNS AND INTERIOR WALL CONCEALED FASTENERS OR ATTACHMENTS ARE THE REVON&INUTY OF THE CONTRACTOROFMORD FILE COOV THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT <: MAYBE NECESSARY IN ORDER TO :. COMPLY WITH ALL APPLICABLE CODES.'. 12 5 10'-0" WALL HEIGHT TYPICAL END DETAIL ROOF & FLOOR TRUSS SYSTEMS 4I75 MARTIN HIGHWAY PALM CITY, FL, 34990 OFF, (772) 286-3700 FAX (772) 288-4234 NOTE; TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER OR HIS ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. AUTH❑RIZATI❑N AGREEMENT TRUSSES CANNOT BE FABRICATED UNTIL THIS AGREEMENT HAS BEEN SIGNED AND RETURNED THE LEGAL DESCRIPTION OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED IS, THE UNDERSIGNED ACKNOWLEDGES AND AGREES: 1, TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS LAYOUT, WHICH IS THE SOLE AUTHORITY FOR DETERMINING SUCCESSFLL FABRICATION OF THE TRUSSES a ALL ➢D40M S IN THIS LAYOUT PAVE BEEN VERIFIED BY THE UNDERSIGNED, S UNLESS WRITTEN NOTICE IS PROVIDED IT CERTIFIED NAIL TO V. ROST, PC. WITHIN TEN (10) DAYS OF DATE OF DELIVERY THE IBUERSIG10 AGREES THAT NO BAp ONGES WILL BE &LOVED. IN THE EVENT SUCH WRITTEN NOTICE IS FURNISHED, W, ROST, INC. SHALL HAVE THREE (3) BUSINESS DAYS 1N WHICH TO BEGIN REPAIRS REQUIRED, OR HAKE ARRANGEMENTS TO HAVE REPAIRS DIX OR TO SUBSTITUTE OTHER TRUSSES, AT V. 09, INC. OPTION, 4, THE UNBERSTNE➢ ACKNOWLEDGES RECEIPT OF MI-91' TRUSS PATE INSTITUTE 5 DELIVERY IS TO JOB SITE IT IS THE BUYERS RESPONSIBLITY TO MAKE THE JOB SITE SUITABLE FOR DELIVER W. RUST, INC HAS THE SOLE AUTHORITY TD DETERRNE THE SLETAIR17Y OF THE JOB SITE IR A PORTION OF THE JOB SITE FUR DELIVERY. V. KOST, INC. WILL BE RESPONSIBLE FUR HUMP DELIVERY ONLY. THE BUYER IS RESPONSIBLE TOR ANY AO➢I.TIONAL OEllVERY E)OF.NSES ff V, KOST, DC NAS TO RH7ELIVFR BECAUSE ,DUB SITE [S NOT PREPARED FUR DELIVERY OF TRUSSES, BUYER WIT ALSO BE RESPONSIBLE FOR ANY TOWING CHARGES NNE TO SITE CONDITIONS. 6 PRICE AS SIBNN IN PARAGRAPH 7 IS SUBJECT TO CHANGE IF ANY CHANCES ARE MADE TO THIS LAYOUT. 7, THIS IS A PURCHASE DRIER TO W. MOST, INC. OF THE SUM OF f WHICH DOLUU:S SALES TAX INVOCE VOl BE MAID: IN DEL AND WILL BE PAID WITHIN TERMS AS REWIRED BY W. KOST, INC MANAGEMENT. INVOICE NAY BE HALE AT SC)EBLED DATE OF DELIVERY 6 BUYER CANNOT ACCEPT DELIVERY OF FABRICATED TRUSSES THE UNDERSIGNED AGREES TO PAY W. KOST, INC. REASONABLE ATTORJEY'S FEE FOR COLLECTIONS. IN THE EVENT PAYMENT IS NOT RECEIVED WITHIN TERMS, I UPL PER HYNTH SERVICE CHARGE VILL BE ADDED TT) ALL OUTSTANDING BALANCES B. SICMOURE OR INITIALS ANYWHERE ON THIS SHEET C'IINSTOUTES AGREEMENT TO ALL ITEMS HEREIN 9. IN THE EVENT CF ANY LITIGATION CONCERNING THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER OR PAYMENTS REFERRED TO HEREIN, THE PARTIES ARE THAT THE SOLE VENIX FIR ANY SUCH ACTIN VILL BE MARTIN COUNTY, FLORIDA DATE P.B_ D❑ N❑T CUT ❑R ALTER THESE TRUSSES IN ANY WAY WITH❑UT WRITTEN PERMMISI❑N FROM A W. KOST INC, REPRESENTATIVE ROOF DESIGN LOADS (PSF) TOP CHORD LIVE 20 TOP CHORD DEAD 15 B❑T, CHORD LIVE 10 BUT. CHORD DEAD 10 TOTAL DESIGN LOAD 55 STRESS INCREASE 1.25 WIND LOAD 140 ASCE 7-98 CATEGORY "B" STATUS CLOSED NOTE1 THE ENGINEERED TRUSS DRAWINGS HAVE PRIORITY OVER THE TRUSS LAYOUT, SEE DRAWINGS FOR GIRDER PLYS AND REACTIONS, MULTIPLE PLY TRUSSES MUST BE NAILED OR BOLTED TOGETHER (PER ENG, TRUSS DWGS,) BEFORE THEY ARE ERECTED. TRUSS TO TRUSS CONNECTORS THAT EXCEED THE STANDARD HANGER SPECS, ARE THE RESPONSIBILITY OF THE BUILDER. DUE TO ABNORMALITIES IN DESIGN, SLABS, BEAMS, AND/OR LUMBER, W, KOST WILL NOT BE RESPONSIBLE FOR ANY DEFLECTION IN GIRDER TRUSSES OVER 20'-0' IN LENGTH OR COMMON TRUSSES OVER 30'-0' IN LENGTH!!'! TRUSS "YOUr FOR: CUSTOMER N❑RMAN C❑NST, JOB NAME P❑WELL RES, SCANNED BY LOT/BLK/SECT 5T LUIIE OUNTY ADDRESS 2171 BR❑CKSMITH RD, CITY FT, PIERCE, FL PLAN SCALE: 1/4N=1'0' LM\09-16-05\F,\CADD6\JOBS\3318 LLI *I-R, W - 04 Ic w � ell cal ? S! a-Jrcoo �. 3 v V V v ' `! i � - N - - - -- - w. ---- el� a . - —T I 's C� - - ., . _fit Q - � � � - -��-� -- � _� —�1- - --��- ►J _ � r4 i i LU c o � - o Z�,� W N 3 w (� - -- c 2 2 W 2i2 y. lll v C2 Q ------- --- 4— On t \- j1\ --_—.-- r -_ VI �p h h-51 l �i