Loading...
HomeMy WebLinkAboutBUILDING PLANSGutter with downspout Flooa vent -see floor framing plan Gutter with downspout V"'VrV M Y M M r'q. SCALE: I. iF OF LESS "AN 1:11 PITCH ., ..,.. ITCH GABLE ROOF FROM 2:12 TO 12:12 PITCH Q = Roof Zone I ®= Roof Zone 2 = Corner Zones Walls Zone 4 Walls Zone 5 Roof Zone 3 END ZONE -13 N_ i ra 4--> > W ,- L v O Z U- (L .. OC) 4 O O > „ Z3 Or v� �� o oQUQ t U t<1 <c �O NJ v`l<L00AM mO � cv cv u U 00 OD E Q, O 00 OD # W v p l`! 64 I to 6 C-4 � 6 � Ui+� t+l ueF st v X Ell �Q FILI v W to L.� U— lu Sheet z 1. LU c — W Comm # W 15-230 � Copyright ©� 'f- Icynene LD- - Oapray fo am .ina.u_la_Uon onmmin, FLOOi� FLAN UJInd ow Schedule Mark Size Window Description I. 3'-I" x 5'-Y SINGLE HUNG 2. 2'-2" x 2'-2" SINGLE HUNG 3. 3'-1" x 3'-2" SINGLE HUNG - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit .information Box on these plans. - ALL windows in bathrooms to be tempered -.ALL windows within 18"' of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 3'-0" X 4'-8" 2 panel fiberglass B 2'-8" X 6'-8" 2 panel fiberglass C 2'-8" x 4,-8" 2 panel Masonite pocket D 2`-4" x 4'-8" 2 panel Masonite pocket E 2 2'-0" X 6'-8" 2 panel Masonite pocket F 2'-4" X 6'78" 2 panel Masonite bi-fold -' ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See ---product approv-aI--chart-­on these plans for exterior door manufacturer information (including garage door) - Provide' one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). This may be the same door if It meets both criteria listed above. TYPICAL NOTES: I 15... AIL` 'exposed attre : in elation ; materials installed, on.'attic floors shall haver a critical radiant: 17ALL ceramic :tile -surfaces Installed shall conform to ASTM A108.1 t lire A108.6, I, Contractor to verify ALL.,,;_ notes anddimensions prior to y flux. not. less than O 2 watt er square centimeter. Exposed foam plastic P. q P p insulation A108.1, A118.1; A118.3, A136.1 and A13i.1 _ proceeding with work. _ _ materials exposed on - - -_ _ _ _... _ the .underside of the roof deck. oP on the attic wa{Is shah comp}y - _ L8. Cement, fiber -cement or lass mat sum backers_ in accordance with ASTM 9 ggyP 2. Contractor to STRICTLY enforce ALL OSHA `:Re4uirements. with F.B.C': R31b - see e'rmit. Info box of code edition C1288;, C1325; OR CII18 and Installed I.A.W. manufacturers recommendations shall 3. ALL Lumber to be used as Beam, Rafters, etc..,. ta_ have sum oar ma en P 02 C 6O, :C10 , C O s a con orm to ll Gll ,C 1, l8, C1218, C13g5, or C13% and shall be irrstalted be used as backer for the wall tile in tub areas and wall panels in shower areas. a minimum 1,400 P.S.I. fiber stress. acc.'ordin to the' g foil win" : (FBC R702,3.5) g 1`l..insulatfon including facings such as retarders or, vapor permeable members installed h h fl - I bl ` f- I b1 11 1 7. No dissimilar meta s to tout . S. ALL Concrete used for slabs shall be mfn. 4,000 PS�conncrete. ALL Concrete used for vertical filled ;cells, c n 1 c.. to ,. shall be 3,000 P.S.I. concrete and/or 4,000 P.B.I. grout mix 6. Drywall at ceilings shall be leveled and `attached to. bottom chord of trusses with screws per FBC. R702'3.5, 1. ALL wood in contact with concrete shall be pressure. treated. 8. ALL wall dimensions are nominal and :not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water:. heater in accordance with the current edition of the Florida Plumbing Code: II. Contractor to Provide a 2'-8" wide door at one., bathroom for handicap accessibility requirements. e .' 12. Lowest finished floor' to be set by Governing'`Bu,ilding D partment surve or to set in field. 13. Wall and Ceiling shall have a flame -spread clasoflcation of not greater O FBC R302g1 Drywall Thickness Location Orientation; Framing Member Max. spacing of fa aners Nail sizing options for Spacing. installation of drgwali jnto Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendic ar 24" 1" 12^ 13ga 1.3/8" long with .19/64" head OR. 0.098" dameter x 11/4" Tong . f 2 annular-ringedor 5d cooler nail R Walls Either 16" 6 " 6° 0.0801, dia.x 15/8". long.with Direction 15/64" head OR Gypsum board `nail 0.086" dia. X 15/8" with 9/32" head. Ceding Perpendicular ` 24" : 1" 12" 13ga 1 .5/8"•long with 19/64" head OR 0:098" diameter x 1 3/8" Ion p s / annular -ringed or 6d' cooler. nail OR 0.092" dia. x; 1 1/8" long with . Walls Either 16" 8" 161, Direction 174" head OR Gypsum board mail 0.0915" dia. x l 1/8!' with 19/44" head. wit In oor cel Ing, assem Ies; I ceI ing assem fes, wa craw spaces and attics have a flames read index not shall h p e to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation ,shall: comply with F;B.C. R316. 20. ALL materials used below base flood elevation must be flood resistant. This is to include all wall coverings' in, garage and, elsewhere if applicable. . drawm s and written material ere 21:. ALL herein constitute original work o f this firm and the same or any part thereof MAY NOT ;be duplicated, disclosed, distributed or used in an manner without t O p y h written consent c 'of this firm.:Any user thereof, without consent, shall be indebted to this firm for full commission. WALL SYMBOL: LEGEND CBS walls - Fill cells solid with concrete and. (I) #5 bar Vert. at 40" O.C. to 10'-O"# 32" o. s up to 15'-0"* c. for walls u high. Specs c. for wall For walls over ID O.. a special inspection is required b any licensed structural engineer to review and . n approve the Vert. steel installation in the footings, in he wall 'cavity and into beam. 2" x 4" exterior stud.walls strapped for wind - see sections. Insulate with R-II batty at bathrooms q ,between A/C and Non -A/C spaces than 14. Wall 2 O per and cellin finishes shall have a : smoke, -de ed index of `not reat'er P g Square Footage Breakdown e an than 50 per 4 p FBC R302.q.2 Total A/C Space = %7 sq. ft U Q� CQ LQ Jl C 0 73 N CQ 4� Q)o Q z lL 6- Z; s 004-) on >m „ O z U v 2 N��U� _j rnoc�p W `a -_r r W Q c% oN 0, 2 N � N N V) I- N N r.J C u r r Uo�d r, O a Quo W e(k y; wp �r-i Ocn6'c� z C, c ti 3 N r�l X. _Y� v<icnamo �O C cv cv U U 00 00 E 0- O 00 00 # 1 VO N C4 W � N(NN z� r rr-- U -U E u v w" LO � LO 1 ter, W Sheet Z 2 W OF G. J) Comm i# W 15-230 W CopUrlght r 6" min. of Icgnene LD-C-50 spray foam insulation on bottom of roof sheathing in compliance with ICC-ESR-1826 dated Feb. I, 2012: Install DG 315 Intumescent coating s C � ,E D .0 L per section. 4.3.2 of with 15 min. thermal [CC test noted above to comply barrier requirements. Southeastern Metals 24 ga 5v Crimp Metal Roofin (White) Installed Mark Size and 1Descrlptlon per. product approval FLU 11115.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached _ _.. (2) 2"; x 8." ledger bolted to wall- with (:.17S7.8" --di _. ___ -_ _ __ ___. _. _ .. __to trusses per sheeting attachment -diagram on roof plan Flood Vent location LGI .PT ex ansion an a ; 24 o.c. sta staggered expansion, 99 with .min. Simpson HETA 20 or• equal Typical flooring over 15/32" COX plywood screwed to 6° into Jall hurric no anchor at each truss with ( 0) IOd x 11/2" nails trusses or joists thru Install 15/32" plywood 23/32" COX,, plywood sub -floor. with #8 x 2.5wood screws at 4" o.c. O (24" o.c.) supporung Max. 12 18101bs. uplpift r PRE-ENGINEERED TRUSSES max, so g over 15 lb felt. Install 23/32".CDX lywood 5 I at 24"o c. TYPICAL screwed and glued to trusses r �oista with #8 x 2 screws O lu er adraw ( shop dra in s by p drawings manufacturer ) at 12" o.c. /\ �© GI shop nes b mifgm.ognutt gg yy Gely-Alum Tietal drip / n Q I 6I' NAND 88 on 2"- x G" fascia Flood Vent location FLOO=ELL 40psf20psf 12CD - ( Soffit to: be two lagera of 5/8" thick _ o densglass fireguard. X finished painted to body house _ match of LGI Concrete st FOOTINGS AND PILES -SEE one row of beam block filled with concrete — and TI) #5 bar cost, over 8''h precast lintel LGI LU ENGINEERED PLANS BY OTH RS filled. with concrete And (U' #5 bar cont. © o o recess at shower shower. pan 5/8' thick light. textured A ,/iroyide stucco on typical concrete , block O construction . ':' iti eta ow r O 0 Concrete rr cdetmista 2" x 8" joists. See Simpson HUC 28-2 ham ger at I6" o.c. screwed into block using a, O 6.6�' NAND 88 (6) 1/4" x 2" tapcons into block wall and filhng all nail g - , 6.G NAND 88 holes with lod x 1.5" nails RE —ENGINEERED 1� DEEP FLOOR to bottom of Insulation . LGI o BUSSES AT 24" O.C. TYPICAL 0 (Shop :drailiings by manuPa .turer> -1111=III - Hang outs using aimpson - HUC 6 hanger fillipnil rall holes with 10 nails Grade - LGI .bl' NAVD 8 = _ = _ o .Simpson HUC 28-2 hanger =1111-1111 111—I=III II_II ' rlllIMM All .MAII 6nIeA NIth I08 x 1 5'. In E Q CA `/j/) ib 1 — 5/8" drywall with smooth finish Provide (2) 2" x G" Top plate w/ Simpson SP6 or equal at each stud to Top Plate connection 1/2" Drywall on 2" x 4" wood studs at 16" o.c. Strap per opening detail on this sheet Typical flooring over 15/32" COX plywood screwed to trusses or joists thru 23/32" COX plywood sub -floor. Install 15/32" plywood with #8 x 2.5" wood screws at 4" o.c. max. spacing over 15 lb felt. Install 23/32" COX plywood screwed and glued to trusses or joists with #8 x 2' screws at 12" o.c. W' deep pressure treated floor trusses at 24" o.c. see shop drawings by mfg R-30 batts insulation 1/2" cdx plywood nailed to trusses using ed ring shank nails at 12" o.c. field and edges Compacted grade slopped to edges and shall drain to front of property "A AT ENTRY STAIR Scale : 1/2" = 1'-0" FF� FAY SC�EDUL Mark Size and Description BI Two rows of beam block felled with concrete and I #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar cont over oneninas B FLOOR F=R,4M1[NG' 2 2" x 12" Wood Beam Scare: 1 O TYPICAL NOTES:: was uV LViI w V: 5/8" drywall edges dt dl2to ojciatntermBdlate d n 1/2 COX plyw Simpson LSTA 24'strap, at each clod rails at C o.c. with (18) 10 ads In each strap E 0DR,AFTSTOFFING DETAIL ul v3. scale 3/4" Q I/2" drywall on O 2" x 4' studs at 16" o.c. came Opening Strap Connector Detail Finish to match .existing Attach uiindow to block wall with NTS x I/4" did. x 3 tap -cons with min. 11 I 1. I/2" penetration at; 12" o.c. max Filled. Cell Masonry Column:; With One Filled Cell Masonry Column With One a LL and x o h corner thru u5. From Footing To :Beam Each: From Footing To: Beam. a 4, o c ma fr m each corn �5 I P:. bottom plate' I .' x 4 PT Buck Conc. Fill To. Be' 3000 PSI Cone. -ill ;To Be 3000 PSI L — — -- — — Exterior face See Floor Plan For Locatiol� of wall See Floor Plan For Location L Varies ..Typical baseboard face • I, Attach door to block wall with 1/4I, 11 did. x 3 tap -cons with min. 1 1/2" penetration at, 12" o.c. max and 6" o.c. max from each corner thr I" x 8" PT Buck 1"x8" P.T. Buck 2 sides t header .T4p. Mdsonr4 Filled Cell Detall NTS 'filled Cella (Typical) 1/2"x 4 1/2" isonry Inspection Clean Out Hole OA bend from fc 8 bar dia. lap in rid footing U Q m N C N c 0 73 N a Q) � 4 _ v>i b O zLL 1L (:Y- ::j) 1 4-) o t >m „ O zU v U 20 T ` m m Q v v U�vCi���� O� Q oQUQ cNoNA w K'IT v w aC11NoV) N V) N N C4 N C7 _y 'µ�•yP. M3 U � Q } O � " Quo u ILIA N M C �O C: N N u (J C Op 00 E I o4 tj (L O q) 00 00 t# Ul I pNN W _ � NUcvcy �.a i�a (17 l lZQ q) N r- — v S 0 EU.. vd LL Ld N � V7 Q� LU Sheet Z . W ca Comm # u.1 I�-230 Copyright ©� i r i STRAFFING SCHEDULE HETA 2 SIMPSON HETA 20 hurricani anchor at each truss supportlnc Max. 1810 lbs. uplift. Strap si have (9) IOd x 1 1/2" malls. __HETA 20_ Additional Precast Lintel #5 bars _ Lintel Bar Clear "A" "B" ;' y CLEAR Length Length Span Bars Bars 1 t:. �•:^ I 1 I 1 1 . none Is. '.---- CLEAR 31.-4" 2'-2" 2A3 none 8F8-OB/IT 8P8-IBAT SF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bers CLEAR �•,. .... 41-L" 4'-4" 3'-2° 2,g3 none !,;:-•'• ne Row of "H" i Block Above 5'-2" 4'-O" 2.43 none Precast Lintel 5'-81, 4'-L" 2,44 none Additiona L'-4" 5'-4" 2,94 none CLEA ----. 45 bars 1'-L" 7'-0" L'-2" 2,95 none BFIL-IB/IT BFIL-IB/2T NOTES: 8`4" 7-10" T-0" 2,3t5 none I. min. coverage of steel=l.5" 2. min. bearing required a an. end=e" ALL reinforcing steel is grade 40. 3. standardfor reinf. steel-ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Rows of Max. Max Max. or Do "H" Block Gravity Uplift Lateral Mark Unit Lintel: Cast -Crete Above Bottom Top Load Load Load Width Size Specification Steel S"o Steel Size (PLF) (PLF) (PLF) L22 2'-2" 3'-L" 8F8-OB/IT I 45 3049 1569 1024 L31 1:-8" 4'-0" 8F8-OBAT I #5 256I 1363 143 3'-8 L45 4'-5" 5'-10" 8F8-OBAT 1 #5 1105 1 909 339 L50 5'-0" L'-L" I or8-OBAT 1 #5 1238 835 121 LLO J L'-8" 1'-L" sr8-OB/IT I #5 1011 121 534 L80 8'-0" 9'-4" 8P8-I5/2T I #5 2 #5 1 152 591 512 L90 T-O" 10'-L" 8F8-18/2T I #5 2 #5 1 443 530 401 L90B 9'-0" 10'-v , BFIL-I15/2T ONE 1 95 2 #5 1 1533 1183 401 LI00 10'-O" ll'-4" 1 81"8-6/2T 1 #5 2 #5 1 582 494 452 L100B 10'-0" 11'-4" BFI4-6/2T ONE 1 #5 2 #5 1344 1028 452 L120 12'-0" 13'-4" 8F8-15/2T 1 #5 2 #5 411 428 324 L1201i12'-O" 13'-4" 81"I6-IS/2T ONE 1 45 2 #5 1015 110 324 L140 14'-O" 15'-4" BFI6-I15/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O"- IT-4" 8F8-IB/2T I #5 2 #5 300 192 144 LILOB IL'-O" 11'-4" BFIL-IS/2T ONE I #5 2 45 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY MNING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING /ALL LINTELS TRUSS BRACING NOTES Contractor —to —brace race all top and bottom chords In .floor and roof trusses in the following manner: install first row of truss bracing 34 from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span.'. ;All truss bracinto be 2" .x 4" wood and shall be ;attached to top of .bottom 21hord and on bottom of top chord .of trusses. Wall below Trusses. spaced per truss manufactures plans Tgpical splice Attach bracing to truss chord . using 12) IOd nails in all locations �2" x:4" wood bracing SM 0 IF ♦♦���s�'*'4 , �i�i�i�i�.�i�.�i�i� ������I ���������% Eli �� � � ��' � � ♦ � Ke Area Ede Field fn 1=astener Max. Pressure Zone I 8d ring shank '45 psf Zone 2 6" Sd ring shank 16 psf Zone 3 14" 14" Sid ring shank 84 psf ** Zone 3a 6" #8 wood screw 112.5 psf T El 03 2 U Ql N N C -Q N Q) V7 � W 4--) L � qj 0 ya3 L �9 I I C)� o oO�Q04 OQ � (L O 00 00 bU # � I pNN � N NN�6- � LU � ui C�- s _ L L U_ (n QL � fn � tD Q[ ul Sheet z LU OF:5. Q (j) Comm # u.l I5-230 W Copyright ©, LINTEL SCHEDULE Window Rows of Max. Max Max. or Do "H" Block Gravity Uplift Lateral Mark Unit Lintel: Cast -Crete Above Bottom Top Load Load Load Width Size Specification Steel S"o Steel Size (PLF) (PLF) (PLF) L22 2'-2" 3'-L" 8F8-OB/IT I 45 3049 1569 1024 L31 1:-8" 4'-0" 8F8-OBAT I #5 256I 1363 143 3'-8 L45 4'-5" 5'-10" 8F8-OBAT 1 #5 1105 1 909 339 L50 5'-0" L'-L" I or8-OBAT 1 #5 1238 835 121 LLO J L'-8" 1'-L" sr8-OB/IT I #5 1011 121 534 L80 8'-0" 9'-4" 8P8-I5/2T I #5 2 #5 1 152 591 512 L90 T-O" 10'-L" 8F8-18/2T I #5 2 #5 1 443 530 401 L90B 9'-0" 10'-v , BFIL-I15/2T ONE 1 95 2 #5 1 1533 1183 401 LI00 10'-O" ll'-4" 1 81"8-6/2T 1 #5 2 #5 1 582 494 452 L100B 10'-0" 11'-4" BFI4-6/2T ONE 1 #5 2 #5 1344 1028 452 L120 12'-0" 13'-4" 8F8-15/2T 1 #5 2 #5 411 428 324 L1201i12'-O" 13'-4" 81"I6-IS/2T ONE 1 45 2 #5 1015 110 324 L140 14'-O" 15'-4" BFI6-I15/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O"- IT-4" 8F8-IB/2T I #5 2 #5 300 192 144 LILOB IL'-O" 11'-4" BFIL-IS/2T ONE I #5 2 45 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY MNING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING /ALL LINTELS TRUSS BRACING NOTES Contractor —to —brace race all top and bottom chords In .floor and roof trusses in the following manner: install first row of truss bracing 34 from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span.'. ;All truss bracinto be 2" .x 4" wood and shall be ;attached to top of .bottom 21hord and on bottom of top chord .of trusses. Wall below Trusses. spaced per truss manufactures plans Tgpical splice Attach bracing to truss chord . using 12) IOd nails in all locations �2" x:4" wood bracing SM 0 IF ♦♦���s�'*'4 , �i�i�i�i�.�i�.�i�i� ������I ���������% Eli �� � � ��' � � ♦ � Ke Area Ede Field fn 1=astener Max. Pressure Zone I 8d ring shank '45 psf Zone 2 6" Sd ring shank 16 psf Zone 3 14" 14" Sid ring shank 84 psf ** Zone 3a 6" #8 wood screw 112.5 psf T El 03 2 U Ql N N C -Q N Q) V7 � W 4--) L � qj 0 ya3 L �9 I I C)� o oO�Q04 OQ � (L O 00 00 bU # � I pNN � N NN�6- � LU � ui C�- s _ L L U_ (n QL � fn � tD Q[ ul Sheet z LU OF:5. Q (j) Comm # u.l I5-230 W Copyright ©, TRUSS BRACING NOTES Contractor —to —brace race all top and bottom chords In .floor and roof trusses in the following manner: install first row of truss bracing 34 from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span.'. ;All truss bracinto be 2" .x 4" wood and shall be ;attached to top of .bottom 21hord and on bottom of top chord .of trusses. Wall below Trusses. spaced per truss manufactures plans Tgpical splice Attach bracing to truss chord . using 12) IOd nails in all locations �2" x:4" wood bracing SM 0 IF ♦♦���s�'*'4 , �i�i�i�i�.�i�.�i�i� ������I ���������% Eli �� � � ��' � � ♦ � Ke Area Ede Field fn 1=astener Max. Pressure Zone I 8d ring shank '45 psf Zone 2 6" Sd ring shank 16 psf Zone 3 14" 14" Sid ring shank 84 psf ** Zone 3a 6" #8 wood screw 112.5 psf T El 03 2 U Ql N N C -Q N Q) V7 � W 4--) L � qj 0 ya3 L �9 I I C)� o oO�Q04 OQ � (L O 00 00 bU # � I pNN � N NN�6- � LU � ui C�- s _ L L U_ (n QL � fn � tD Q[ ul Sheet z LU OF:5. Q (j) Comm # u.l I5-230 W Copyright ©, fn 1=astener Max. Pressure Zone I 8d ring shank '45 psf Zone 2 6" Sd ring shank 16 psf Zone 3 14" 14" Sid ring shank 84 psf ** Zone 3a 6" #8 wood screw 112.5 psf T El 03 2 U Ql N N C -Q N Q) V7 � W 4--) L � qj 0 ya3 L �9 I I C)� o oO�Q04 OQ � (L O 00 00 bU # � I pNN � N NN�6- � LU � ui C�- s _ L L U_ (n QL � fn � tD Q[ ul Sheet z LU OF:5. Q (j) Comm # u.l I5-230 W Copyright ©, U Ql N N C -Q N Q) V7 � W 4--) L � qj 0 ya3 L �9 I I C)� o oO�Q04 OQ � (L O 00 00 bU # � I pNN � N NN�6- � LU � ui C�- s _ L L U_ (n QL � fn � tD Q[ ul Sheet z LU OF:5. Q (j) Comm # u.l I5-230 W Copyright ©, OQ � (L O 00 00 bU # � I pNN � N NN�6- � LU � ui C�- s _ L L U_ (n QL � fn � tD Q[ ul Sheet z LU OF:5. Q (j) Comm # u.l I5-230 W Copyright ©, METER BBLOW AC Install Compressor /high on wall - see elevations 2 VTR t7nTLli?l�nM. WP � IC GFCI ((n AC 015CI �E t i O C' lAT ROOM t \ � I \ i I W I � 50 CFM FAN = WASHER IIL711 T �Jr I ` SS \ � � In, F1 I BEDi�QOM II \ 0� TV DEN — F I bat wP GFC \ so Crm FAN // \ parking ELECTRICAL PLAN ELECTRIC NOTES: SCALE: 1/4" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of.. electrical service and provider 4. ALL paddle fans shall be on a rheostat. S. Recessed cans to be installed per NFPA requirements. 6. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination —Type AFCI Circuit Breakers. 7. Tamper resistant AFCI receptacles to be Installed In ALL rooms Kitchen, .Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. 9. ALL exterior outlets to be WP/GFCI protected. 10. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. and current version of any supplements to the 2010 ed. 11, A/C Refrigerant Imes that are run thru slabs must be sleeved (r PVC 12. ALL A/C Equipment shall be 15 SEER 13. Provide Disconnects at ALL appliances (water heater, A/C units; and ALL other equipment as required by N.E,C.) 14, Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** l`..ctr..al S mbOl Le end $ Single Pole Switch Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Can. Light $o Dimmer Switch. 1S Exhaust Fan e Push Button. Switch ¢ Ceding Mounted Light Duplex Outlet Wall .Mounted Light Special Receptacle PC Light with Pull Chain (attic) waterproof, ground fault interruptili @ Computer Connection Jack ® Floor Duplex .Outlet Flood Light :.[Junction Box m Electrical Panel Q Thermostat Lc:::Ll Electrical Meter taw.: Central Vac AC c A/C Disconnect QS : Smoke Detector. Ceding ran 0 Television Jack . Telephone Jack 2 x.4 Florescent Light. 1 x 4 Florescent Light Intercom gPKR S esker Hook -Up Q Ceding Mounted Light Dome Style ♦ Pendant Light @ . Motion Detector ( closet light ) © Carbon :Monoxide Detector FANEL "A" Poles SR Load wire Description. circ# circ# Description Wire Load BR Poles 2 40 : `1.0.kw #8 3.5 7on A/C comp I 2 AHU #10 3.5 kw 30 2 3 4. 2 40 18.0. kw #4 insta hot ,water HTR 5 6 Ran e ' #6 12.0 kw 50 2 8 1 20 1.5 kw itl2 Range Hood 9 10. Dr er #10 5.0 kw 30 2 1. 20 .1.2 kw 412 Clothes Washer, fl 12 1 20 I.s: kw #12 Kitchdn S.A.C. 13 j I4 Dishwasher #12 1.2 kw 20 I I 20 Ls;'kw12 IriGhen S.A.C. 15 16 Refrigerator #12 1.2 kw 20 1 I. 20 ` #12' Receptacles 11 ' . is General Lighting ; . #14 20 I - - 1 20 #12 ., . Receptacles 19 : ' 2p General Lighting.. #14 20 1 1 20 #12 ` Receptacles 21 22 . General Lighting ul4 20 1 I 20 #12 Receptacles. 23 24 General Lighting. #14 20 1 I . 20 12 Receptacles .5 26.. General. Lighting #14 20 I 1 20 11:12 Receptacle.&. 21 28 General Lighting #14 20 1 1 20 tt12 Bathroom GFI 29 30 Bathroom GFI #12 20 I 31 32 .33 T 34 Spar 35 36.. S die spare ; . 31 < . 38 spare spare 39 : 4o Stlare Spare 41 : 42 sp are PANEL "A" LOAD CALCULATION SHEET Load Description at Watts Total(Watts) General Ll�hting' (3' watts 6q. ft.) Small ,Appliance Ctrcuit(s).. Range ... ...... Ran9e. Hood.`. RePrrgerator, Dish Washer..... ..: ..... Disposal......::. Clothes .,Washer Clothes Dryer ... Water Heater 801 3 2,421 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 I 1,200 1,200 1 1,200 1,200 1 — 1,000 1,000 1 1,200 1,200 I 5,000 5,000 1 18,000 18,000 Total Watts 46,121 First 10000.Watts 10,000 10,000 Remainder 34,121 : 8140% ., 1 0 14,448 Electric Heat or A/C 1.0,000 e65% I 6,500 6,500 Calculated Load Watts 30,948 Voltage 240 Calculated Wattage Divided by Voltage Total Amps 128.95�' Panel Size Required 150 Amps U N W N 6 O z,L „ � N6- w o N O zU m � O A I UD = co O� o °� IL N c+l c O �QW)00 o @O NN U U = Op Op E �F Ot- rCd Q 1,' M� # L 1 ) I pNN w 41) 4J r- r W cVQ-�ccEIL d lL I w� �[ 01 � m QL O tL Sheet U EI z L OF S. L0 Comm # u.► 15-230 Coopright (C), \_--- r-L -----J L--J FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION SCHEDULE MARK I W x D x L I REINFORCEMENT F-1 1 24" X 16" X CONT. (3) #5 BARS CONT. T & B -0 HELICAL PIER NOTES #3 STIRUPS @ 16" O.C. 1ED ROOF. SEE ARCHITECTU P.E. TRUSSES @ 24" O.C. COX PLYWOOD SHEATHING SEE ARCHITECTURALS FOR ADDITIONAL INFORMATION NOTE., PROVIDE PRECAST LINTEL OVER OPENINGS SEE ARCHITECTURALS FOR FINISHES R. TRUSS CONNECTION PER SCHEDULE W/ MOISTURE BARRIER (2) U-BLOCKS W/ #5 CONT. PROVIDE 8" PRECAST LINTEL W/ #5 CONT. FULLY GROUTED OVER OPENINGS 8" CMU IN RUNNING BOND W/ LADDER TYPE HORIZ. REINF. EVERY OTHER COURSE SEE ARCHITECTURALS FOR FINISH & INSULATION #5 DOWELS @ EA VERT. BAR W/ 90 DEG. HOOK P.E. 16" DEEP FLOOR TRUSSES @ 24" O.C. TYP. CONC.FOOTER SEE FOUNDATION SCHEDULE HELICAL PIER SEE DETAIL TYPICAL WALL SECTION SCALE: 1/2" = 1'-0" HELICAL PIER DETAIL SCALE: 1" = V-0" CONC.FOOTER SEE FOUNDATION SCHEDULE HELICAL SS5 PIER SHALL BE OF SAFELY FING AN ALLOWABLE IRCE. PU = 50 KIPS. STRUCTURAL -GENERAL NOTES., DESIGN CRITERIA AND LOADS 1. WIND DESIGN: WIND SPEED (MPH) V(ADJ)=124 V(UL7)=160 RISK CATEGORY II EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/ 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OFANYARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/ ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THEARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA BUILDING CODE (FBC) , FIFTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). 5. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECTAND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 6, PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 7. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAYBE SUBMITTED WITHADEQUATE TECHNICAL DOCUMENTATION TO THE ARCHITECTIENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAYBE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 8, ALL STANDARD NOTES AND DETAILS CONTAINED HEREIN ARE TYPICAL UNLESS NOTED OTHERWISE. CONTRACTORS COORDINATION 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. 2. DISCREPANCIES,OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK STRUCTURAL CERTIFICATION 1, 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC AND CHAPTER 31N THE FBC-RESIDENTIAL. FOUNDATION AND SLABS ON GRADE 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF Z 000 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE IS OBTAINED PRIOR TO FOOTING PLACEMENT. 2. THEARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY INTERPRETATION THAT THE SUBSURFACE CONDITIONS DESCRIBED IN THE TEST BORING LOGS OCCUR CONSISTENTLY THROUGHOUT THE JOB SITE. TEST BORINGS ARE INCLUDED ONLY TO ASSIST THE CONTRACTOR DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND REPRESENT SOIL CONDITIONS ONLY AT THE SPECIFIC LOCATIONS AND AT THE PARTICULAR TIMES THEY WERE TAKEN. 3. REINFORCED FOUNDATION REQUIREMENTS USED IN THE DESIGN: a. MINIMUM DEPTH BELOW FINISHED GRADE ......................1'-0" 6. MAXIMUM ALLOWABLE BEARING CAPACITY .................... Z000PSF c. MODULUS OF SUBGRADE REACTION .............................. 200 PC1 d. PASSIVE LATERAL PRESSURE ........................................... 250 PSF e. ACTIVE LATERAL PRESSURE (UNRESTRAINED) ............55 PSF f. ACTIVE LATERAL PRESSURE (RESTRAINED)...............35 PSF g. COEFFICIENT OF SLIDING FRICTION ...........................0.4 4. ALL FOUNDATION CONCRETE SHALL BE CAST IN THE DRY. DEWATERING OPERATION SHALL BE DONE IN SUCH A WAY THAT GROUND WATER LEVELS OUTSIDE THE SITE WILL BE MAINTAINED TO AVOID SETTLEMENT AND DAMAGE TO NEARBY BUILDINGS AND STRUCTURES. 5. SYNTHETIC FIBER REINFORCEMENT SHALL COMPLY WITH ASTM-C-I116, AND THE DOSAGE AMOUNT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.2 LBS/CY 6. WELDED WIRE FABRIC SHALL CONFORM TO A. S.T.M. A185 (LATEST EDITION), AND BE SUPPORTED ON SLAB CHAIRS SPACED AT X -0 O.C.. MAXIMUM. 7. THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER/CEMENT RATIO IS THE MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF ADMIXTURES. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF). ITEM OF STRENGTH AGG SLUMP WATER/CEMENT CONSTRUCTION (PSI) (IN) (IN) (LBILB) FOUNDATION 4,000 1 2-4 0.50 9. FOR SITE PREPARATION, REMOVE DELETERIOUS MATERIAL SUCH AS VEGETATION, ORGANIC SOILS AND ROOTPONES, EXISTING FILL, OR LOOSE, SOFT FROZEN, OR OTHERWISE UNSUITABLE MATERIALS FROM BELOW THE PROPOSED FOUNDATION AREAS. 10. SOIL BENEATH SLABS AND FOOTINGS SHALL BE EXCAVATED AS REQUIRED TO REMOVE ALL ORGANIC AND DELETERIOUS MATERIALS. PLACE CLEAN SAND FILL IN MAXIMUM OF 12 INCH LIFTS. SUBGRADE AND EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ITS MODIFIED PROCTOR VALUE IN ACCORDANCE WITH ASTM D 1557. 11. SUBGRADE SHALL BE UNIFORM OVER THE ENTIRE FOUNDATION AREA. DEPRESS SLABS ON GRADE FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS. 12, FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. 13, PROVIDE 6 MIL 'VISQUEEN' VAPOR BARRIER UNDER ALL SLABS ON FILL (UNLESS OTHERWISE NOTED ON PLANS). 14. THE CONCRETE FOR ELEVATOR WALLS BELOW GRADE SHALL BE INTEGRALLY DAMP -PROOFED WITH 'HYDRATITE LIQUID' OR ENGINEER -APPROVED EQUAL, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 15. COLUMNS, BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PRE -MOLDED JOINT FILLER (1/2" THICK) COMPLYING WITH ASTM D1752, TYPE 1. 16. TOPS OF FOOTINGS AND SLABS ON GRADE SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS SHOWN AS APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24 INCHES BELOW FINISH GRADE, OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL, 17. NON -EXPANSIVE BACKFILL SHALL BE PLACED IN CONTROLLED LIFTS NOT TO EXCEED 12 INCHES AND SHALL BE COMPACTED TO AT LEAST 95% OF LABORATORY MAXIMUM DENSITY (ASTM D 1557). 18. AREA DRAINAGE SHALL BE DIRECTED AWAY FROM THE FOUNDATION. 19, GENERAL CONTRACTOR SHALL INSTALL ALL PIPE SLEEVES, BOXED OPENINGS, ANCHOR BOLTS, ETC., AS REQUIRED FOR THE VARIOUS TRADES. WALL POCKETS TO RECEIVE BEAMS AND SLABS SHALL BE PROVIDED AS REQUIRED FOR THE SUPER -STRUCTURE. SHOP DRAWINGS SHOWING THE POSITION OF OPENINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO PLACEMENT OF CONCRETE. 20. LOCATE SA WCUTS PER PLAN OR IF NOT SHOWN ON PLANS COMPLY WITH ACI 224.3. 21. IN NO CASE SHALL TRUCKS, BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0- FROM ANY FOUNDATION WALL UNLESS APPROVED BY ENGINEER. HELICAL P/ERS's_.. 1. ALL PIERS41ry t bE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 2. PIERS SHALL HAVE A MINIMUM ALLOWABLE CAPACITYAS SHOWN ON PLAN. 3. LOCATION, SPACING, ANGLE OF INSTALLATIONAND NUMBER OF PIERS SHALL BEAS SHOWN ON PLANS. THE HELICAL PIER SHALL BE INSTALLED IN A SMOOTH, CONTINUOUS MANNER. SUFFICIENT DOWN *t gSURE SHALL BE APPLIED TO ADVANCE THE HELICAL PIER. 5. EXTIONS SHALL BE COUPLED TO THE HELICAL PIER USING THE BOLTS PROVIDED BY THE MANUFACTURER. I6. HELICAL PIERS SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO REACH THE CAPACITY SHOWN ON THE PLANS. ALL PIERS SHALL EXTEND 15' MIN. INTO GROUND. 7. THE INSTALLATION TORQUE SHALL AT NO TIME EXCEED THE APPROVED RATING FOR THE SECTION IN ORDER TO PREVENT DAMAGE TO THE SECTION. B. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING THE INSTALLATION, ENGINEER SHALL BE NOTIFIED IN WRITING TO APPROVE THE RELOCATION OF THE PIER. 9. CONCRETE TO RECEIVE BRACKET SHALL BE SMOOTHED AND/OR NOTCHED FREE OF DIRT, DEBRIS OR LOOSE CONCRETE TO PROVIDE A FIRM BEARING SURFACE FOR THE PIER BRACKET. REINFORCING STEEL SHALL NOT BE CUT. 10. EDGE OF FOOTING OR SLAB TO BE UNDERPINNED IS EXCAVATED TO EXPOSE THE BOTTOM OF THE CONCRETE TO A WIDTH OF AT LEAST 34 INCHES AND TO A DEPTH OF AT LEAST 12 INCHES BENEATH THE BASE OF THE FOUNDATION ELEMENT 11. INSTALLER MUST PROVIDE A LOG WITH THE FINAL DEPTH, TORQUEAND LIFTING FORCE FOR EACH PIER. AB -ANCHORBOLT FTG -FOOTING AX/ -AUTHOR/TYHAV/NGJURISDICTION HORY HORIZONTAL ALT ALTERNATE IN INCH41VCHES BOTT -BOTTOM MAS MASONRY CMU -CONCRETEMASONRYUNIT MAX MAXIMUM COL •COLUMN MFR -MANUFACTURER CONC . CONCRETE MIN -MINIMUM CONT .CONTINUOUS M/SC .MISCELLANEOUS D/A .DIAMETER MPH -M/LESPERHOUR DIM . DIMENSION NTS -NOT TO SCALE DN -DOWN OC -ONCENTER EA -EACH PSF -POUNDSPERSQUAREFOOT ELEV -ELEVAT/ONIREVATOR REV .REVIS/ON/REV/SED ENGR .ENGINEER SCHED -SCHEDULE EW -EACHWAY TYP -TYPICAL EXIST • EXISTING UNO - UNLESSN07ED OTHERWISE EXP • EXPANSION VERT - VERTICAL ENT • EXTERIOR W/ - WITH FBC •FLORIDABUILDING CODE W/0 -WITHOUT FF -FINISHROOR 9w - WELDED W/REFABR/C FND -FOUNDATION WWM - WELDED WIRE MESH FT -FEET/FOOT #5 - STEEL REINFORCING BAR(REBAR) #5(5/8J laws U RilffoCr]o N - N W 0 z � Z Q U) W W O C)Lo Lo L T 0) WNMer- Nv {�co00 M N� �J LL 0) �C (D o=a I- =toN JJ V-... LL LL OQN N zC) Nmvv �w 0E 00 0� i. LL �- W Vuj co Zuj N v � U Za otS 0 Z 26w Luaz W>z w w CO -VOJ m ■®0 `� Z z - =LLI:O Z 0 0 Z 0 LL rorA RODOLFO FL. RE c U) (1) 0 c O c O O LL J_ Q W 0 06 w I- 0 Z I z O O z I= rr Q I DATE, , x9 3 ?(3jJ I s , SHEET RECElV7D MAR 04 2016 S1 OF 1 16-004 PERMIT SET WARM NG .UNLESS -OUR - COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BOSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINE RING TRUSS DRAWINGS. I i i i i TRUSS PLACEMENT PLAN the Architect's er Architect's representative's Shop dray,/ing approval is fiol' a "double check" of the contractor. The contractor shall remain respensilale for checking field measurements and other construction crlterla. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their respective locations. Approved By: - Date: Braden B. Braden A.I.A. P.A. Truss Con Iiector Total List Manuf Product Qty Simpson HFIU326-2 4 Simpson I-IUS26 , 8 Simpson U24 11 2X4 P.T. TRUSSES 2X8 LE BLDR. Indicates Leff' End Of Truss On Layout (& Engineering Sheets, r� ,0got�0* M EHGIfJF_ERED..m......_._...,.e..F..,.._._............._-����- -TIMBER TRUSS SYSTEMS PRODUCTS Q -EAST COAs,r TW ISS 5285 ST. WCiE BLVD. FT. PIERCE, FL 349646 OFFICE: (772) 466 248© FAY (772)466-5336 W STOMFR:1111e1-Ry Construction 3 NAME: Mcghee Residence DRESS:Lot 689 Y/COUNTY:Jensen Beach / Martin 8 # Order # B #J31107 DEL:Floors FT 6 TE 02-22-2016 LAI LSJ=R60'f LAI E81 zA BATE 15SJ1.003 (3)10, EAST COAST TRUSS is the. "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code NOTE: By approving this placement plan(s), signatured n anywhere on this sheet, the customer or his representitive acknowledges that this placement plan l complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these r trusses and deliver there to the project indicated on this drawing, l . I stomer also acknowledges that he/she accepts — finakial responsibility for any repair, engineering, and labor rquired due to errors other than those of EAST CO Tz,;TRUSS. z Signed: - Date: LL. OL E = FBC2014/1'P12.007/ASCE 7-10 D )ES IGN CRITERIA = MWF . )CC UPANCY CATEGORY=11 =XP SURE = D v1WF SPEED =170 I 3UII DING TYPE =Enclosed co OEP N HEIGHT: 12'-0" co GRAWFY LOADS V) LEI FLOOR: DUR FACTOR=1 PSF .a., =tCLL-TCDL-BCLL-BCDL z 1W ROOF: DUR FACTOR=1.25 Y) PW =20.00-07.00-'10.00-10.00 r> LOADS PER FBG & I,RC "NON -CONCURRENT BC ILL 10psf .ONCURRENT BC STORAGE LL 20 psf U) _. D EINITIONS M MAIN WIND FORCE_ C& . = COMPONENTS AND CLADDING" TOF TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD C/) ILL = LIVE LOAD DL __1cDF_AD LOAD psf = POUNDS PER SQUARE FOOT kT # =POUNDS 0 PLUM . UNI ESS SHOWN ON ENGINEERED TRUSS DRAWING. 0 ALL GIRDER/COLUMN LOADS MIDST BY= --ASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 6 o"I RUNG"RACKBRACING, G U- C., RECOMMENDED ON FLOOR TRUSSES !^r SPANNING 20'-O" OR MORE Ras s T BE SET WITH A SPREADER BAR. THE EADER BAR SHOULD BE AT LEAST 1/2 IN LENGTH AS THE SPAN OF THE TRUSS ING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 1- T_ 2- 3- 4- 5- 6- an 0 ma (1/4'I if plotted 2gx36) Llesigne(I By: S.J WARNING* PIES lf�C� _U COMPONENTS AS DEFINED BY WTCA 1 - 1995. COMPO 1 FOR THE ERECTION B ) RACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN D THEM D SI N DEPARTMENT APPROVES TH IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONS1131LITY OF OTHERS, ALTERATIONS AND/OR REPAIRS TO TRUSSES IN 10 THE CURRENT SIMPSON STRONG -TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS FENGINEERING TRUSS DRAWINGS. i i c F.F. Indicates Left End Of Truss On Layout & Engineering Sheets 41/16" HEEL 41 TYPICAL END DETAIL 41/16" HEEL END DETAIL @ ZERO O.H. SEARING ELEVATIONS ..le Architect's or Architect's. repreppntel,., - shop drawing approval is NOT a "double check" of the contractor, The contractor shall remain reapp"011bip for checking field rn"suremonts and "that construction criteria. Architaot's approval covers general roof shepif, review of truss strapping, and loading 490 structure from gravity and uplift feadls W tbeir respective locatieee, APpmved By: Dale: —_ eraaien 8 Braden A1AIl1. �,i11.— _... ENGINEERED TRUSS SYSTEMS r EL 0 1 ]EAST COAST TRUSS 5285 ST. LUCTE BLVD, FT. PTERCF, FL 349646 OFFICE 1772t 466-2480 FAX: (712)466-5336 i:BTOMF_.R:Mel-Ry Construction B NAME: Mcghee Residence DRESS:Lot 689 FY/COUNTY:Jensen Beach / Martin # Order # #J31169 MODEL:Roof SQ FT 6 DATE 02-22-2016 A I LS I LAY _... the "Trine Bcalgn Engineer" Trusses are designed in accordance with the Florida Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: ODE = FBC2014/TP12007/ASCE 7-10 ESIGN CRITERIA =MWF CCUPANCY CATEGORY= II KPOSURE = D WF SPEED =170 JILDING TYPE =Enclosed EAN HEIGHT: 12'-0" FLOOR: DUR FACTOR=1.0 PSF=TCLL-TCDL-BCL.L-BCDL ROOF: DUR FACTO13=1 25 PSF=20.00-07.00-" 10.00-10.00 *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = ROUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MIDST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-O" OR MORE UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BC:I-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES FILEC OPY Cs] A 1 1 t Z LL U) LLI U) p�J �a d LLJ U) 0 I- U) D 0 Z TRUSS PLACEMENT PLAN 1 /4" if I;TA�lpned By: SJ