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Gutter with downspout 12 -41 SLOPE 12 4 sLOP SCALE: I/4"=_I'-0„ ..�.. .,. ,_,._ .. MAY BE. NECESSARY.IKORDER:TO - SCALE: v4" = 1'-0" T' CO bT.rCirjir. Southeastern Metals, 24ok ,ga Sem-Li Standing Seam. Roofing LD F0Om.PIr CEni`a n ION Installed per product approval FLU 11115.1 over Polgglass self Itril�ovEp �Y adhered :roofing under(ayment over 19/32 COX plywood DATE `I/13 attached. to` trusses per sheeting attachment diagram or roof plan PLANSA,I`DFERNIITMUSTBE O JOB QP NQ EVSPEmn, 1VILL BE MA "y Gutter with downspout 5/8" thick light textured ,�./ stu cco on typical cvnd ere block construction FEFMITTINC3 INFO%MATIUN (FORM',100) Opening Type NDA/FL NUMBER Product Model # e Manufacturer Glass .. Atte ri me Attachment method tion Dz�'a ' Date Design Maximum of Approved Tests REMAIN ON ALL DOORS t. F L is T6117 I �IngC -Hung.. V- IN N S U L A T E D �� 8100 -SH Impact I'mpa Custom.W down n „ � 5/16 Impact distance L" max from corn¢ and 17" HEADi 3/14" dia IT onc. thereafter en min. JAMB: 3/IL dm. ITW tapcons uatb-min: I' embedment and min. 1" edge durance L" max Prom top corners end 10.5" oe. thereafter, naLll t Isocial Dal "top an bottom astenarso h max. and 4" from al corner TO G:12 PITCH } 70 Pe, _ O F _ 2 FLU! 14850.1 French Daar VC INSULATED 8�0b Custom: Windows 1/2" TYPE'A Impact HEAD t SILL: 1/4" die. ITW tapcone with min. 1.25" embedment and min. 2.5" ed a distance L" max from corners and one mica an P JAMB:d/4" dm. ITW tapcone with mir.. 1.26" embedment and m 25" edge n, g distance L" max from top corners and 11' o.c. thereafter. ALL HINGING AND LOCKING PER PROCDUCT APPROVAL a r C T i } 7O O PS _ F -., .P Components t Cladding Wind Pressure (NET) 3, FLu' 13010,4 Fixed Window 'PVC - INSULA;TEIQImpact - PW -9300 Custom Window - 5/ 1b., TYPE. A - HEAD t SILL: 3/IP dial Ii tapcons with min. I" embedment and min. 2" ed a distance G" max from corners and 14' o.c. thereafter JAMB: 3/IC dial ITW tapcons wth min. r embedment and min. 2" edge distance L" max from top corners and Ill -o.c. thereafter. Continuous Load Path Provided? Yes } 55.0 PSF — - : _ CJJ �7 �.n, Presumptive: X . B Test: s1 Soil Bearing Pressure. 2.500 psi,_ y P �. Fil 5891.2 : Flberg(ass coot -Smoo th star;_ T}lefma—Tru "I Xli� I/4 d 3 to at G' max all corners and 4" wo.c.mlthelre�°tarem penetration M nm Edge distance 2° ALL HINGING AND LOCKING PER PROCDUCT APPROVAL TUU + _ 6�.0 PSF Ute° O41o FEFMITTINC3 INFO%MATIUN (FORM',100) ALL MANUFACTURES Li Florida Building - Code Residential: 5th Edttlon and ASCE'Wind Loading. Building Design Is: Enclosed Risk Cate Wrnd Speed 165 ph ultimate :Cate Wind '-I" U FACTORS AND SHGC Mean Roof Height: 1 Roof 4: 2 M Internal. Pressure Coefficient: +0.18 DE MUST SubJ ectabilit to dam9 mites: age from: Weathering: Negligible ible TerVery_Heavu y 9 REMAIN ON ALL DOORS Width of Roof End Zone: 5'-6" —'� Wind Exposure Classification: C Adjustment factorfor Exposure Height 'Using Allowable Stress Design and; _ FLAT RooF HIP. ROOF eau Load Combination per ASCE 1-10 Section 2.j DL+LL; DL+0.6WI 0.60L+O,.6WL P. TO G:12 PITCH - Exp 9 J Height Ad Factor: 1,21 x Load Combo `Factor `011e O.rf26 applted below _ Components t Cladding Wind Pressure (NET) Roof Zane:. I. +20.6/-32:.6jp5ffRoof C � Zone: 2. +20.6/-56:9 Roof Zone: 3 +20.6/-84.0 O a r C T i Components t Cladding Wall End Zone Width: '- O4:- Components t Cladding Wind Pressure (NET) V Wall Zone: 5. +35.x/-47.8.. sf m „ O -` Walls Considered for Structure7YesG BFROM A LE ROOF LEssP.GASLE0F: FRShear Continuous Load Path Provided? Yes THAN 2:12 PITCH 2:12 TO 12:12 PITCH Are Components an Cladding Details Provided? Yes CJJ �7 �.n, Presumptive: X . B Test: s1 Soil Bearing Pressure. 2.500 psi,_ y P = - p:. o e I = Roof Zone 2 M = Corner Zones � Roo z n .Minimum This Building Shall Have the Following: : walls Zone 4 Walls Zone 5 Roof Zonc, 3 END ZONE APPROVED SHUTTERS:_ IMPACT GLASS: X BOTH: NEITHER: c, fill NOA FL Manufacturer. TEST Maximum Product / Model # Attachment Method Expiration Design Pressure NUMBER Date of Approved Tests Mullions 24 ga. 5v Crimp Roofing Installed using 49-15 HWH wood -11.0 sf Field t Roof SV' Crimp ,Metal P FL# Mill <` Southeastern Metals screws with min. 3/8 ,deck penetration the following spacing perimeter. 2 a .. 4 g Roof Zone I .t 2: 16 ' o.c. Roof Zone 3: 12" O.C. -93.5 psf .corner Installed directly to the deck per 5.6.4.1 of the approval Polyy'Stick TU' Max i ca sheet re as. this is not the finished roof product FL# 5259.1; Self :'Adhered roofing Polyglass USA P 4 P - 90.0 PSF underlagment Siding STUCCO /8" Thick light textured stdicco. on typical _ ON BLOCKConcrete block construction I/2" thick stucco on 3/8" Hi -Rib lath attached to STUCCO horizontal and. vertical wood framing: with nails or staples to Soffit ON LATH provide no less than 1 3/4" penetration into horizontal wood framing and 3/4" penetration' into vertical framing ALL Product Testing b : Miami -Dade .Count Building Code Compliance Office / Product Control 9 9 9 P Division T have reviewed the above arid approved it by:. ni seal below. Architect or Engineer of Record j Oil C.r V4 ALL MANUFACTURES Li SHOW N U FACTORS AND SHGC COMPLIAW M WITH FBC ENERGY DE MUST toLb REMAIN ON ALL DOORS AND WINDO' —'� UNTIL INSPECTIONS AREAPPROVE Oil C.r V4 or, o ry p 114r,v W a, a, a' a rill it"i con M N toLb ra ej 2 p _ W _ LY Z o C � Q' O (- IL O a r C T i �4 O4:- I NmN V Com! m „ O QL (d1 Q W Z G U r� CJJ �7 �.n, u c, fill "I Xli� is 20ti 3 TUU ax T—rU6 Ute° O41o °U0 u nuiLLlrr� �N Tn Oil C.r V4 or, o ry p 114r,v W a, a, a' a rill it"i con N ra ej 2 p 4�z r tom, c Q' O ' ff 0 rc0 �4 C NN R ? OD O0 U EO Q Q -O 00 00 (d1 Q W Z G U r� CJJ �7 �.n, c, fill "I Xli� is 20ti 3 N c Q' O > aD to v�Lin 00 0 rc0 C NN R ? OD O0 U EO Q Q -O 00 00 (d1 Q oNN,# L �Q ax T—rU6 a nuiLLlrr� �N Tn � v V 10 Q ~ u - EU- LU .J W X W ryo) QL 0 W Sheet U Z I, W [) Of: 4. to Comm 4 W 16-269 W Copyright O 21'-4" WALL SYMBOL LEGEND 101 1 1= CBS walls - FIII cells solid with concrete and .(1) #5 bar vert. at 40" o.c. for walls up to 10'-0"* high. Space 32 o.c. for walls up to For walls over 10'-0 a special Inspection Is required bgg any licensed structural. engineer to review and approve the vert. steel installation in the footings, .: in the wall cavity and into beam. = 2" x 4" non-bearing stud walls - see sections, Insulate with R-11 batts at bathrooms t between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with R -II batts at bathrooms il� between A/C and Non -A/C spaces TYPICAL NOTES: SCALE I/'4" _ I' -O" 0. I. Contractor to verify ALL notes. and. dimensions prior to proceeding with work: 2. Contractor to STRICTLY enforce ALL OSHA. Requirements: .3. ALL Lumber to ,be used' as Beam, Rafters, .etc,.. to have a minimum1,400 'P,S.I. fiber stress. 4. No dlssimllar metals to.touc,h. S. ALL Concrete used .for.slabs shall be min. 2,500 PSI concrete ALL Concrete used for. vertical filled. cells, cont, tie beams.etc.. to::. shall be 3,000 'P,S:I, concrete and/or 4,000 P.S.I. grout 'mix ,6. 'Drywall, at ceilings shall be. leveled and attached to 'bottom chord of trusses with screws per FBC 8102:3.5, 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. ll. Contractor to Provide' a 2'78 wide door at one bathroom for handicap: accessibility requirements. 12. Lowest ,finished floor. to be set :by Governing' Building Department surveyor to set in field. 13. Wall. and Ceiling shall . fiave a flame .spread classification of not greater than 200 per FBC. R302.9.1 ` 14. Wall and ceiling finishes 'shall have a `smoke -developed index of not greater Electrical S .71b01 L' end $ a A/C Compressor Installed Recessed Can Light' . Al Double Pole Switch ® Epebail Recessed Cam Light Sang Mawmum AL Meter on bracket above flood height Nails Exhaust Fan ' ro. Push Button Switch "¢` 'Calling Mounted Light D bracket detail, on sheet D -I Duplex Outlet : ♦ Well Mounted Light Carling Special Receptacle deep upper wall cabinets Instant Water '?9 12" . Waterproof, ground fault interruptot AHU Computer Connection Jack ® Floor Duplex: Outlet T I 0 Heater �O I Flood Light .` OR Junction Box Electrical Panel 4 9" cabinet Thermostat 8 Electrical Meter - V -nt dryer D Smoke Detector th Ou gh wall 4 g" Telephone Jack 150 2 x 4 Florescent Light Direction i x 4 Florescent Light LAUNDRY Intercom sPxa Speaker Hook-up O Ceiling Mounted Light Dome Stgle f ' BProvide oc -O" A.F.F. O frameless for .'© Carbon Monoxide Detector Ln U_. r Flat Ceiling. ye. shower door Dryer, #10 5.0 kw 30 Qr o Panel „A„ '-O" �_ 1 20 x 15/8" with 9/32" head 012 Carling 'v . 24" Flat Ceding � 12" 1.3ga 1 5/8" long with 19/44 head N - - - - - - MASTER 1,2 kw #12 Clothes Washer 13 14 Dishwasher N ©Y BATH L2 km 0.098" diameter x 1 3/8" :long ,;. 1 11 .20' 1.5 kw, #I?. ° 20" comfort O. height toilet W annular -ringed or 4d coder nail Refrigerator O 0.092" die. xx,, l 1/8" long with Walls Either i , a"; IL 412 Kitchen B:A.C. Direction . 18 s - i #12. 1/4" head : 20 1 I' 20 in �* Lighting19 OR 20 Receptacles #12 - BED #2 °-I" r Gyypsum board nail 0.0915" dia. --' #1'4 General Lighting 21 �o ..-x"l "1/8" with 19/44' head. : 20 1 I. 20 � � p O #l•f General {ighimg 23 24 Receptacles #12 20':` l .. 1 '20 -: #14. O8'-O" A F.F: 26 Receptacles 412 - - 20- - 1 Flat Ceiling I I #14. General Lighting 21 : 28 Receptacles ' 1:12 bAbo-veg 20 I 1 20 #12 Bathroom GRI D B MASTER 30 Receptaclas #12 0° � 1 BEDROOM = °��tie ore 8are $1 32 Bathroom GFi Ac3c®asl -` 20 O2 © B wth light .I Flat Ceiling TH L--- M 34 Pool Equipment #i0 2.8 kw 1. 30 1 s are a- ' 20" comfort O A height toilet N io O 3'-5" s are ,81 3e spare 42" _high b re wall ------ ------ - spare Provide for - - 8laare :41 42 spare -. frameleas shower door 4'-10" A O i � r ;r I r za � I - LIVING ROOM d KITCHEN, I o - O I r i r in 1. CIA O . J 0 - wl 34" UI O O >1 00 U. I I � I O i I 1 D I � I BREAKFAST ole o oe Step .1 ® O ON 2 li„ slope drvewag up toward porch wall ED COVERED 3, ®. PORCH - O© 91-0" r 3"�". O D /3 tee" T'le WALL SYMBOL LEGEND 101 1 1= CBS walls - FIII cells solid with concrete and .(1) #5 bar vert. at 40" o.c. for walls up to 10'-0"* high. Space 32 o.c. for walls up to For walls over 10'-0 a special Inspection Is required bgg any licensed structural. engineer to review and approve the vert. steel installation in the footings, .: in the wall cavity and into beam. = 2" x 4" non-bearing stud walls - see sections, Insulate with R-11 batts at bathrooms t between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with R -II batts at bathrooms il� between A/C and Non -A/C spaces TYPICAL NOTES: SCALE I/'4" _ I' -O" 0. I. Contractor to verify ALL notes. and. dimensions prior to proceeding with work: 2. Contractor to STRICTLY enforce ALL OSHA. Requirements: .3. ALL Lumber to ,be used' as Beam, Rafters, .etc,.. to have a minimum1,400 'P,S.I. fiber stress. 4. No dlssimllar metals to.touc,h. S. ALL Concrete used .for.slabs shall be min. 2,500 PSI concrete ALL Concrete used for. vertical filled. cells, cont, tie beams.etc.. to::. shall be 3,000 'P,S:I, concrete and/or 4,000 P.S.I. grout 'mix ,6. 'Drywall, at ceilings shall be. leveled and attached to 'bottom chord of trusses with screws per FBC 8102:3.5, 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. ll. Contractor to Provide' a 2'78 wide door at one bathroom for handicap: accessibility requirements. 12. Lowest ,finished floor. to be set :by Governing' Building Department surveyor to set in field. 13. Wall. and Ceiling shall . fiave a flame .spread classification of not greater than 200 per FBC. R302.9.1 ` 14. Wall and ceiling finishes 'shall have a `smoke -developed index of not greater Electrical S .71b01 L' end $ single Pole switch Fremmg Member Recessed Can Light' . S3 Double Pole Switch ® Epebail Recessed Cam Light Sang Mawmum AL DimmerSwitchiT Nails Exhaust Fan ' ro. Push Button Switch "¢` 'Calling Mounted Light Wire Duplex Outlet : ♦ Well Mounted Light Carling Special Receptacle FT Light with Pull Chain (attic) 12" . Waterproof, ground fault interruptot AHU Computer Connection Jack ® Floor Duplex: Outlet 4& Flood Light .` OR Junction Box Electrical Panel 4 `..D. Thermostat 8 Electrical Meter - Central Vac - Bowe A/C Disconnect Smoke Detector Ceiling Fan Wells ® Television, Jack g" Telephone Jack 150 2 x 4 Florescent Light Direction i x 4 Florescent Light ❑I Intercom sPxa Speaker Hook-up O Ceiling Mounted Light Dome Stgle f Pendant Light ® Motion Detector f closet light') .'© Carbon Monoxide Detector Ln U_. Fffe!Q Dr wall g Thickneu Location Orientation Fremmg Member Max.: spacing of fasteners Ned uzimg options for drYwall roto - Sang Mawmum AL installation of wood Jraminp members Nails Screws D@&CrjptjomL Description Wire Load : 2" x min, thickneae Poles Carling Perpendicular 24" 1" 12" . f3ga 1 3/8" long with 19/44" heed AHU #10 3:5 kw 30: 2 C OR z V 3 4 0.098" diameter x 1 .I/4 lonep % \� T N 0 U) annular -ringed or 5d coder nml OR 0.080" dia. x 15/8" long with Wells Either,. IL" g" IG" . 150 2` Direction 1.0 kw #8 2.0•Ton A/C comp 15/64" .handOR B +-4-3 N O ro Ln U_. 9 Gypsum board moil 0.084 din. :. Dryer, #10 5.0 kw 30 2 1 20 x 15/8" with 9/32" head 012 Carling Perpendicular . 24" 1" : 12" 1.3ga 1 5/8" long with 19/44 head -- 1. 20 1,2 kw #12 Clothes Washer 13 14 Dishwasher #12 L2 km 0.098" diameter x 1 3/8" :long ,;. 1 11 .20' 1.5 kw, #I?. Kitchen S.A.C. W annular -ringed or 4d coder nail Refrigerator O 0.092" die. xx,, l 1/8" long with Walls Either i 16" a"; IL 412 Kitchen B:A.C. Direction . 18 Receptacles #12. 1/4" head : 20 1 I' 20 $liGenerdl Lighting19 OR 20 Receptacles #12 - 20 I Gyypsum board nail 0.0915" dia. --' #1'4 General Lighting 21 22 ..-x"l "1/8" with 19/44' head. Il. ALL ceramic tele .surfaces metalled shall conform .to ASTM A108.1thru A108.4, 2'' Copper I gh �\ A108.1, A118.1, A118.3,'A134.1'and A131.1 18,' Cement', fiber -cement or lass mat sum. backers 1n. accordance with ASTM.. L u service wP GFei a I. 9 �yP to LIVING C1288, C1325, OR CHIS and insta ad I.A.W. manufacturers. r.ecommendatiorls shall ground to rebar In slab GI-ci I be .used as backer for the wall tile in tub areas and. wall panels in shower areas. _ , k. ROOM 19. Insulation Including' facings such as retarders or vapor permeable members installedI I :GFEi within floor -ceding assemblies: roof -ceiling assemblies, .wall, crawl TR spaces and attics C 4L R 5 t I I . 1 shall have a flame :spread Index not to exceed 25 with an accompangging smoke ER ® 7 1 'developed index not to exceed 450 when tested in' accordance with' ASTM E 84. 1 KIS HEN I LED LED Insulation shall comply with F.S.C. 8316. NTCJ t I _ 20. ALL materials used below base flood. elevation must be flood resistant. This Is to Include I under Cabine+< . all wall . coverings in garage and; elsewhere if applicable, O 21. ALL drawings and written material herein. constitute origginal. work of this firm and the same or any part thereof MAY .NOT be duplicated, disclosed,. distributed or used in anyy manner without . Written consent of this -firm. Any user thereof,. without consent, shall be Indebted. :to this. firm ;for full. commission. ' l I, �L. nur nliiuni 4i�ILa 'VIiG GIIiG i1..iGiiy. _y., ��i„gi„lc uVvi, '. inv� atlu t,cci cul, :: yJ ELECTRICAL PLAN . ELECTRIC -NOTES.- - _ _ _-. .-..... : SCALE. 1/4" _ '-C I. Use copper wire onlg, no _ aluminum. 2: Protide 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. 5.. Recessed_ cans to be installed per NFPA ,requirements. 6. ALL Branch Circuits that supply 125v single phase. 15 amp :or 20 amp out,ld is shall be protectedby Combination -Type AFCI Circuit Breakers. 1. Tamper resistant AFCI receptacles to be installed; in. ALL rooms Kitchen and Bathrooms. S. ALL bath and kitchen receptacles to be GFCI rotected. 9. ALL exterior. outlets to be Wil/GFCI protected. 10: A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. a d current version of any supplements to the 2010 ed. iL A/CRefrigerant Imes that are run thru slabs must be sleeved In .PVC' 1.2. ALL. A/C Equipment shall be 15 SEER 13. Provide. Disconnects: at; 'AL;L a pfiances (water heater; A/C units, and ALL other equipment as r'equir#d bg N.E.C.) 14, Smoke Alarms shall be installed In the following. locations. - a) fn' each sleeping room. b) Outside: each separate sleeping.area in the Immediate vicinity of the be rooms. 6. On each additional, story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** PAi�IEL "4° Poles BR Load Wire D@&CrjptjomL Description Wire Load BR - Poles 40 18.0 kw a8 tankless water HTR 1 2 AHU #10 3:5 kw 30: 2 C z V 3 4 7 \� T N 0 U) G Rene #6 12.0 kw, 150 2` 2 40 1.0 kw #8 2.0•Ton A/C comp '1 B +-4-3 N O ro Ln U_. 9 10 Dryer, #10 5.0 kw 30 2 1 20 1.5 kw 012 Range. Hood II. 12 - 1. 20 1,2 kw #12 Clothes Washer 13 14 Dishwasher #12 L2 km 20 " I 1 11 .20' 1.5 kw, #I?. Kitchen S.A.C. W 14 Refrigerator #12 '1:2 Ice .20 I 1. 20. 1.5 kin 412 Kitchen B:A.C. n 18 Receptacles #12. : 20 1 I' 20 $liGenerdl Lighting19 20 Receptacles #12 �- 20 I f . 30 --' #1'4 General Lighting 21 22 Receptacles #12 : 20 1 I. 20 #l•f General {ighimg 23 24 Receptacles #12 20':` l .. 1 '20 -: #14. General Lighting . ` 25 26 Receptacles 412 - - 20- - 1 1 -20 #14. General Lighting 21 : 28 Receptacles ' 1:12 20 I 1 20 #12 Bathroom GRI 29 : 30 Receptaclas #12 20 1 ore 8are $1 32 Bathroom GFi #12 -` 20 a are 83 34 Pool Equipment #i0 2.8 kw 1. 30 1 s are s are s are ,81 3e spare b re 89 40 spare - - 8laare :41 42 spare -. ELECTRICAL PLAN . ELECTRIC -NOTES.- - _ _ _-. .-..... : SCALE. 1/4" _ '-C I. Use copper wire onlg, no _ aluminum. 2: Protide 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. 5.. Recessed_ cans to be installed per NFPA ,requirements. 6. ALL Branch Circuits that supply 125v single phase. 15 amp :or 20 amp out,ld is shall be protectedby Combination -Type AFCI Circuit Breakers. 1. Tamper resistant AFCI receptacles to be installed; in. ALL rooms Kitchen and Bathrooms. S. ALL bath and kitchen receptacles to be GFCI rotected. 9. ALL exterior. outlets to be Wil/GFCI protected. 10: A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. a d current version of any supplements to the 2010 ed. iL A/CRefrigerant Imes that are run thru slabs must be sleeved In .PVC' 1.2. ALL. A/C Equipment shall be 15 SEER 13. Provide. Disconnects: at; 'AL;L a pfiances (water heater; A/C units, and ALL other equipment as r'equir#d bg N.E.C.) 14, Smoke Alarms shall be installed In the following. locations. - a) fn' each sleeping room. b) Outside: each separate sleeping.area in the Immediate vicinity of the be rooms. 6. On each additional, story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** . cis c o tv Q ,rte, r 4 iy- " 0 z 01 U) C z V r :'x* ;14 o 7 \� T N 0 U) > N OJ � v, +-4-3 N O ro Ln U_. O T OU a Q) c UvN O a Uud . cis c o tv Q ,rte, r 4 iy- " 0 z 01 T A M Q z V r :'x* ;14 o Z ir- m 41�O N;00(4) 4jO. S__+1WOD E C tL o ODMm o N cN 2 n U CN C-4 L BUJ Cr t# �VIQ �-�lESL Q 411 R N i< LU V O U_. LLI Sheet z W 2. C) to Comm 4 W 16-2(oq �' Coowri9h.t n Provide (3) _ 35 bars vert FOUNDATION FLAN FOUNDATION NOTESSCALE: 1/4" I' -C I. Any changes: to plans must be submitted to the architect for approval prior:. to proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dime"sloes prior to start of construction. 3. ALL Concrete used for slabs shall be 2,500 'FSI concrete min., and ALL Concrete used for .vertical filled 'cells, continuous: rtle. beams etc., shall be 3,000 P.S.I. 'concrete and/or 4,000 F.S.I. grout mix min. 4. Soil bearing capacity assumed to be 2500 psf and stable. This shall be confirmed. In writing by soil testng' report done by others riot to the' start of any construction 5. Verify all recess thickness at shower` floors, all (poor' finishes as. selected by owner, door sills t thresholcs Including pocket SGD frame widths etc.... prior to placing ang slabs: 6:.Contractor to provide filled cell with concrete and 1' 95 bar vert: at 48 o.c. max, Provide (1) filled cell on each side of openings upp to 5'=11" wide.'. Provide. .(2): filled cells on each slde .of openings from 6i-0" to 9'-f1" and Provide. (3) filled cells on` each side of openings from 10'-0" and up Contractor to see pians for any other condition used. Foundation walls shall have filled cells atL 24". o.c. unless' otherwise noted (see section) 1. Contractor to provide for Form" Board Survey - Form Board Survey ` to be provided to Truss Company prior to truss constriictlon „ .8. ALL Reinforcing steel shall be grade 60, meeting ASTM A -1b and A-35 specifications. ALL .Anchors to be A,-307 steel. 9. Provide,'a minimum of 3 concrete protection at footings and: I-1/2" concrete protection at beams for ALL reinforcing bars. 10. Contractor to provide. the Architect with truss shop d.rawi is including ALi truss cut sheets showingg ALL truss reactions prior to START OF FOUNDATION WORK For strap and footing size verification. Termite Frotection for New Constructlon EIS per F.E.C. 181 :1 CONTRACTOR TO ;REFERENCE F B.C. BUILDING 181L.l. FOR FURTHER REQUIRF-MENTS 'Soil treatment used for. subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfllling and compaction is complete. If soil area Is disturbed after initial chemical soil treatment, area shak:.be re -treated -with .;a chemical soil treatment Including spaces boxed or framed. Treatment must be In accordance with the rules and laws established bg the Florida Department of. Agriculture and. consumer. services. Protective- sleeves around piping penetrating concrete slab: on grade floors shall ,not be of cellulose -containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within- the slab using a non corrosive, clamping device to eliminate the annular space between' pipe and sleeve. NO TERMICiDES shall be applied Inside the "sleeve per FBC Plumbing 305.1.2 BOTTOM CHORD TRUSS BRACING NOTES ontroctor to race a bottom cors in floor androof trusses in the following manner: - install first rou of trues bracing 34" from exterior walla and spaces 72" o.c. thereafter., - install bracing on any bottom chord which Is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to bottom- chord of trusses. : wall below: Trusses spaced per truss manufactures pians 1. V m Typical splice u e Attach bracing to truss' chord x using (2) IOd nails In all 0 locations r 2" x.4" wood bracing Wood bracing shall lap one truss ROOF SHEETING . ATTACHMENT DETAIL I. MinimumNall Size= ad ring shank (min, 2" long) 2. Minimum ;Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood: 4: Use nails or screws basad on Presage for, roof state in permit info box on these plans. for zone 3 �����►�i►�+A�AT!���oATe11T4��'`f� Ke Area Ed e.Fad Lintel Bar -max. Pressure Zone I 6" - - 45 psf Zone 2 Bars Erina'al 14 psfZone 3 " '. Mark oUnDoo 84 psf.Zone 3a 6" I'-6" 2.#3 112.5 NO ** Use nails or'6Crenis based on -prea ure for r f .stated in,permit info box on these plans. for zone 3 Addit Mal Precast Lintel --.a5-bars :C - Lintel Bar Clear window - - Length Length Span Bars Bars Max.. Max. Max. Mark oUnDoo Lintel 2'-10" 2'-8' I'-6" 2.#3 none - Load itg Load Lateral Q) Width ...._Siie _ -Specification \ ,� "..�..Stael: � Size Steel .. size 3'^L". 3'74" 2'-2" 2,43 none 8P8-OB/IT 8F8-IB/IT aF8-18/27 SPS -05/47. NO (5 U_ 1' Aedrtional 4'-O" 3'-10" 2'-8" 2A3 none 1t5 bars Z �= o�iWrr�,`q CLEAN4' 2,#3 none me Rom of `4A' SPO-OB/IT NO - �V v — Block Above 5'-4" 5'-2" , _ 4 O" 2.,#3 none.. ZU -oGOi✓ r Prseeeq Lintel " s ', 5'-10" 5'-8" 4'-6" 2,#4 none [ SPS -OBIT ; N0 U�0Ta�� 2,#4: -none Additional ., �� 1349 r qii #5 bars vert P IC -8" or -8-05/1'r 2,#5..none CLEAN #5 bare----+'T,_:L�, #5 582 .1414 452 ICTES: : 8'-!}" BE. FILLED SOLID' WITH 3000 1*51 CONCRETE 2,#5 none I. min. coverage of iteel-1.5" 2. min. bearing requiod a as. and-S"ALL reinforcing steel. is grade 60.' 3. standard ton read. steel -ASTM A615 TYPICAL` LINTEL SECTION - LINTELS OVER ( PRECAICT CONCRETE ).. Southeastern Metals 24ga Sem—Lok Standing Seam Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered roofing underlagment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof p Meter U_ I -9 .._ . r- — — — -- - .1 and footing'..,r - - ._ - F�16 Typ. Masonry Felled' Cell Detail Rl I ♦]I IN -T-07:7= NTS 1" x 6" PT Fascia 5" prefabricated aluminum Clutter— Zero Lot Line' Overhang Scale I" = 1'-0" LINTEL SCHEDULE ' window - - Pra- � Rows of N Max.. Max. Max. Mark oUnDoo Lintel Cast -Crete. Stressed -EAbBVa k_ . Bottom Top Load itg Load Lateral Q) Width ...._Siie _ -Specification \ ,� "..�..Stael: � Size Steel .. size (PLF)-.- (Pi -.(PLF) . L22 T -O" 2'-10" SPS -05/47. NO (5 U_ 1' Nis 3069 Io1 1642 NUNN Z �= o�iWrr�,`q L31 2 -0 3'•9" SPO-OB/IT NO - �V v — a5 2541 t343 l63 � ZU -oGOi✓ Provide (3) O l' i 5'd" SPS -OBIT ; N0 U�0Ta�� — I a5 1349 r qii #5 bars vert P IC -8" or -8-05/1'r — I #5 582 .1414 452 LINTELS SHi BE. FILLED SOLID' WITH 3000 1*51 CONCRETE REFER 'Tor AST -CRETE: CATALOG FOR ALL INFORMATION REGARDING 0Z LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMEITS - LINTELS OVER 13'-11" LONG ARE TO BE PRESTRESSED. - CONTRACTDR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING. SITES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LI47ELS . LU Sheet U z �- LU Q OF .4. (1) Comm U ul 16-269 QL Copyright 1" x 6" PT Fascia 5" prefabricated aluminum Clutter— Zero Lot Line' Overhang Scale I" = 1'-0" LINTEL SCHEDULE ' window - - Pra- � Rows of N Max.. Max. Max. Mark oUnDoo Lintel Cast -Crete. Stressed -EAbBVa k_ . Bottom Top Load itg Load Lateral Q) Width ...._Siie _ -Specification ..., ,� "..�..Stael: � Size Steel .. size (PLF)-.- (Pi -.(PLF) . L22 T -O" 2'-10" SPS -05/47. NO (5 1' Nis 3069 1569 1642 NUNN Z �= o�iWrr�,`q L31 2 -0 3'•9" SPO-OB/IT NO - �V v — a5 2541 t343 l63 � ZU -oGOi✓ U Lq5 4'-5'. 5'd" SPS -OBIT ; N0 U�0Ta�� — I a5 1349 ,1016 qii 'LI00 10'-0" IC -8" or -8-05/1'r NO — I #5 582 .1414 452 LINTELS SHi BE. FILLED SOLID' WITH 3000 1*51 CONCRETE REFER 'Tor AST -CRETE: CATALOG FOR ALL INFORMATION REGARDING 0Z LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMEITS - LINTELS OVER 13'-11" LONG ARE TO BE PRESTRESSED. - CONTRACTDR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING. SITES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LI47ELS . 1" x 6" PT Fascia 5" prefabricated aluminum Clutter— Zero Lot Line' Overhang Scale I" = 1'-0" U Iu N Z N CD Q) `*t ca � o o CONN t0 t 0I 00 vU EO LJJ � v) (5 ac = M [n tU �! dZ NUNN Z �= o�iWrr�,`q Lo U_ Q rr I �V v ev *> � ZU -oGOi✓ U 0 T -0 to v i U�0Ta�� QoN�Uu� LU x X Iu N Z CD `*t ca Q) Ln 00 o CONN t0 t 0I 00 vU EO U. (L 0 00 00 (5 w M [n tU �! dZ NUNN N m Q) Ln 00 o CONN t0 t 0I 00 vU EO (L 0 00 00 (5 pNNT## NUNN o�iWrr�,`q �V v MEU_ Q LL -oGOi✓ to LU x X ryo) 0Z V LU Sheet U z �- LU Q OF .4. (1) Comm U ul 16-269 QL Copyright per sec on with 15 mina thermal barrier requirements. with 15 min. thermal barrier requirements; Southeastern Metals 24 e Sem-Lok Standen Seam Roofing 9 M t I 2A a Sem-Lok Standing Seam Roofing 9 File Dowel (1) #5 bar w/ 25" min lap and 4" embed rete Footing 2' VTR Jil i2" BATHER. I LAV -1 I 2° I LAY -1 N 2" we -i •,VEST iATH 3" - 3" sarltdrg. Riser Le end 11176.1 over Folyglass self 5enitarg line sT° Bath Tub "P" trap U - - Vent Line. - µ' _ Shower "P" trap r -;P" Levatorg Trap"' SP1 strap with (4) IOd x 1 1/2" Washing Machine Drain O Sink. Trap diagram on plan Urinal I/2N expansion author at. 320 o.c. max. _. r Water Fountain Drain �- :Floor Drain 4" concrete slab with fibermesh OR see foundation plan for type. size and steel 4"x4" #10/10 WWM on 4 mil Visqueen Clean Out - -f,, LrvTw 2" Vent thru Roof' '•YyTw-- 2" Vent thio well 2" Pipe Diameter Designation (2" dia) NOTES: - ALL sanitaru otos to be Schedule 40 PVC ,: 12 requirements hurricane nchor at each truss ..;.;. _. p _._,__.. with (t0).p4d x I I/2 Halla -- --... 12 '•,..• ,•. PRE-ENialNEERE-D TRUSSES-. -_ for -` - :.'. __ _ 4 pp ,:: (24 o.c.) sup orting Max. -- 18101ba: uplft 4 Singie Fill 'd C II Column po�ble Filled. Cell Column Frame Cpening Strao Connector DetalI 18101ba. upliR NTS NTS ..` shop drawings b manufacturer) p g y ... +) t6 Q) N Mimi #2 bio kin blocking at 24" o.c. Max spacing NT izl > y' min. of Icynene LO -C'-50 spray foam insulation onon ICC -ESR -18 4 4" yin. bottom of Icynene LD -C-50.. sprag foam insulation or roof sheathing in compliance with .ICC -ESR -1824 bottom of roof sheathing in compliance with. dated Feb. 1,:2012. Install 0 315 Intumescent coating',' dated Feb. I, 2012: Install bC 315 Intumescent coating Prefabricated aluminum gutta u 4 3 2 of [CCtestnoted above to comply per section 4.3.2 of ICC test noted above to comply per sec on with 15 mina thermal barrier requirements. with 15 min. thermal barrier requirements; Southeastern Metals 24 e Sem-Lok Standen Seam Roofing 9 M t I 2A a Sem-Lok Standing Seam Roofing 9 File Dowel (1) #5 bar w/ 25" min lap and 4" embed rete Footing 2' VTR Jil i2" BATHER. I LAV -1 I 2° I LAY -1 N 2" we -i •,VEST iATH 3" - 3" sarltdrg. Riser Le end 11176.1 over Folyglass self 5enitarg line sT° Bath Tub "P" trap U - - Vent Line. - µ' _ Shower "P" trap r -;P" Levatorg Trap"' SP1 strap with (4) IOd x 1 1/2" Washing Machine Drain r -Bi i, Sink. Trap diagram on plan Urinal I/2N expansion author at. 320 o.c. max. Water Closet r Water Fountain Drain �- :Floor Drain 4" concrete slab with fibermesh OR Grinder Pump 4"x4" #10/10 WWM on 4 mil Visqueen Clean Out - -f,, LrvTw 2" Vent thru Roof' '•YyTw-- 2" Vent thio well 2" Pipe Diameter Designation (2" dia) NOTES: - ALL sanitaru otos to be Schedule 40 PVC Slope hall be no lass than 1/8" per Foot and no more than 1/4" .par foot Southeastern e UQ g installed per product approval FLU 11176.1 over Folyglass self 2" x 4 studs at 14" o.c. Installed per coduct a royal FL4 ill 15.1 over Fol lass self p p pP y adhered roofing underlayment I`(/32" C1DX plywood U adhered roofing underlayment over, 1`1/32. CDX plywood of .over. attached to trusses. per sheeting .attachment p 9 di ram on oof len 9 p SP1 strap with (4) IOd x 1 1/2" Truss shall not bear on frame wall attached to trusses per sheeting attachment diagram on plan W I/2N expansion author at. 320 o.c. max. or with min. 7 embedment with 2" washer . Typical baseboard 4" concrete slab with fibermesh OR u) 4"x4" #10/10 WWM on 4 mil Visqueen ove a Simpson HETA 20 or equal .. .r: Simpson HETA 20 or equal P each truss hurricane anchor 12 -_ N� .- PRE _n.alNE%ED TRUSSES hurricane nchor at each truss ..;.;. _. p _._,__.. with (t0).p4d x I I/2 Halla -- --... 12 i PRE-ENialNEERE-D TRUSSES-. -_ for -` - ,at with (10) 10d x -11/.2' nails ( 24" o.c.) supporting Max. __ _ 4 at 24"o.c. TYPICAL ,:: (24 o.c.) sup orting Max. -- 18101ba: uplft 4 �� c, o�Ci 12" w wall at 14°o. c. TYPICAL saes ( sfiop draW1 ngs by manufacturer ) usngtru x 4 SYP u2 r= 18101ba. upliR to � � a shop drawings b manufacturer) p g y ... +) t6 Q) N #2 bio kin blocking at 24" o.c. Max spacing izl > .: ... Prefabricated aluminum, gutter Prefabricated aluminum gutta c rr shop drawings by mfg on N cv N m shop drawin s b mfg on . gg� gg drip > `� v "' Galy-Alum Metal drip C) te_ ~ U �r s T -0 Ga -Alum metal on 2" x 4", fascia �m v N U drywall with smooth finish on 2" x 6' fascia o 0.�B1 _j0) of drywall' with smooth Finish. pl N S jr #I i X 5"aacrews each Trusses er shop drawings b others. dr Wall over I x furring 12" 2. 2, P P. y 12" BI strips at 14 o.c.. with R4.2 Fyfod ' c rues using inauleUon on typical 8 i,'Block :walla to late usrn Sim son SP Soffit to be two layers of 5%8" thick_ wth p(4)t10di x IP5" nails P 4 Soffit to be two layers of 5/8" thick All- dr wall is per. FBC 102.3a and dens lass fireguard X .finished aimed to. I/2" thick stucco on 3/8" hi -rib lath uard X finished amted to g g P N' dens lass fire p "shall, eat ail' pertainrn�g ASTM. codes.. match boil of house attxhsd to horizontal and vertical wood g g liso be T e "M ..oney `� 1/2" d_rgwall over 2 x 4. SYP #2 match body of houseMortar t0 y Framing with Wads or staples to provide Provide Dur -O -Rock at 'all 'iuet.. Studs. Fill wall cavity with. R=11 batts no less than 1-3/4' penetration into '14 areas (ex: showers tubs etc...) ration . I (2) 2. x.8_ ' - horizontal wood framing and 3/4' penet 1/2" thick stucco on 3/8" hi -rib lath - .. All drywall Is per FBC 102.3.1 .and - into vertical wood framing members header'. '.. attached to horizontal and vertical wood _ - shall meet oil pertarnli'i9 ASTM :codes. _. I'�P (2) 2" x 4" to late Pill.: cellwith"concrete -and framing. with nails or staples to: provide p Mortar- Lo be Type or,Flyy. _ _ p p no less than 1-3/4" penetration into i Provide I�ur-0-i2oek at'alr wet (1) #5 bar vert. (tgpicall. horizontal wood framing grid 3/4" penetration S/8 thick light textured g (o areas (ex. showers, tubs etc.:.). stucco on typical concrete Max.' spacing shall not exceed into vertical wood framing members block construction 48": unless otherwise noted for see.- foundation plan notes _ spacing at openings Pre -cast lintel filled with concrete Door see schedule /8" t and (U 95 bar cont. l hick light textured stucco installed per its bar wart: w/ ASTM C 92b over ASTM D type 2 paer backed 30" overlap 4'' concrett slab with Fihermesh OR wire lath nailed to substrate through one layer of — 4 concrete slab with fibermesh OR 1/8" thick light. textured stucco installed per " # 10 WWwi h G' lad Via' ueen over ASTM D T e 2 felt paper using 8d Weds. Substrate at each filled call base : yy 4"xb" #I0/10-WWM on mil over ASTM C 924 over ASTM D tyPe 2 paper backed: 4,x4 .10/ q 32'PC n board clean compacted''termite treated-'fi.11 to be 19/ OX Plywood nailed at 4" o,c. i field clean compacted' termite .treated fill wire lath Waded do substrate through one ,layer of and edges with IOd ring shank nails into studs. „ ASTM D Ttpe 2 felt paper using 8d. nails. Substrate . '+ 32 to be 19/32 COX'Plgwood nailed at 4 o.c. in field T-8 : ;, min- and edges: with IOd ring shank mails. into studs. r — min. thicknessIll l�� Wee screed - see detail -p ill lie:#5 bar in nosin ?.:; •. ,..- III=l�- :i. III -11I I III=1i I I -11I 1 - IL 2' AAV J4 : KITCHEN 2" > 0.0. 3„ nts Ganvte mer Strap topplate to blocking using Simpson MTS 12 atrap at each block filling all nail holes with IOd x, 1.5" nada Strap studs to plate using Stmpson SP -4 strap with (4) IOd x 1 1/2 nails in each strap 1/2" dregwall on W� v1 o ry p rac n <r - W 2" x 4 studs at 14" o.c. Cl U 2" x 4" Blocking rw# "r-1 of studs N ri L ' E SP1 strap with (4) IOd x 1 1/2" *ad 0 r- r' li ed nails in each strap F. (( W I/2N expansion author at. 320 o.c. max. or with min. 7 embedment with 2" washer . Typical baseboard 4" concrete slab with fibermesh OR u) 4"x4" #10/10 WWM on 4 mil Visqueen ove a .r: i v kr. c, o�Ci r= to � � a +) t6 Q) N C � p T j izl > L Z o c rr 04-) N cv N m > `� v zU C) te_ ~ U �r s T -0 �m v N U C)4 o _j0) 1/2" dregwall on W� v1 o ry p rac n <r - W 2" x 4 studs at 14" o.c. Cl W 2" x 4" Blocking rw# "r-1 of studs N ri L ' E SP1 strap with (4) IOd x 1 1/2" *ad 0 r- r' li ed nails in each strap F. (( W I/2N expansion author at. 320 o.c. max. or with min. 7 embedment with 2" washer . Typical baseboard 4" concrete slab with fibermesh OR wa �; 4"x4" #10/10 WWM on 4 mil Visqueen ove a .r: i kr. c, o�Ci r= C � p T j izl > 1/2" dregwall on 2" x 4 studs at 14" o.c. Cl W 2" x 4" Blocking 11Pmid-span of studs Strep studs to plate using Sim son E SP1 strap with (4) IOd x 1 1/2" }- nails in each strap F. 2" x 4" P.T. bottom plate with W I/2N expansion author at. 320 o.c. max. or with min. 7 embedment with 2" washer . Typical baseboard 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on 4 mil Visqueen ove clean compacted termite treated fill _\footing see foundation plan for size and steel req. T14plcal Exterior Stud I ALL LUMBER To Scale: 1/2" = l'-0., BB 5Yp #2 N CL m v +' 0 ' O jao cel U C NU00 (a N o 00 0() Eo Q (L o oro oro @ � I pNN luLU (a �Ucvtv�� . - u) Q) N'"` t<1 Q ~ u- I v UJ 10 N LLl X u Q� O LL LU Sheet Z D-1 LH OF A- _ (n Comm # Lu I (— 2 li Lk Coqurlcht (c� , *BUILDER"S WARNING* -THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR -BACK CHARGES WILL NOT BE ACCEPTED COMPONENTS AS DEFINED BY VVTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW THE STRUCTURAL DATA, NUMBER OF UNLESS OUR DESIGN DEPARTMENT APPROVES *WARNING* ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS GIRDER AND TRUSS PLIES AND THE THEM IN ADVANCE EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE CONNECTION INFORMATION. -ALL HANGERS ARE SIMPSON STRONG -TIE INSTALLED PRIOR TO INSTALLING ANY -FOR ERECTION AND INSTALLATIQN OF TRUSSES RESPONSIBILITY OF OTHERS. -OUR DESIGN DEPARTMENT MUST UNLESS OTHERWISE NOTED. INSTALL TRUSSES! FAILURE TO DO SO MAY RESULT IN FOLLOW INSTRUCTIONS ON THE BCS! -B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED APPROVE ALTERATIONS AND/OR HANGERS ACCORDING TO THE CURRENT ENGINEERING TRUSS DRAWINGS. REPAIRS TO TRUSSES IN ADVANCE. SIMPSON STRONG -TIE CATALOG DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS �5b •o „ 21' 6" Non-Bearing Interior ----- —--------I -----------------I HANGER SCHEDULE: Simpson ID USP Code QTY = 2 LSSU210 LSSH210 HIPCATS (4/12) QTY = 0 0 Hi Hat Hi Hat Recessed Moved to Lighting avoid Truss 1 �- • 1: BED#2 . / M.BED 1 1 ® •'E3At d 1, •1 �/ \ 1 ►p� IPS_ 1 e: 10,�i FOA All r . 0 IN �i- Non-Bearing Interior ----- —--------I -----------------I HANGER SCHEDULE: Simpson ID USP Code QTY = 2 LSSU210 LSSH210 HIPCATS (4/12) QTY = 0 0 Hi Hat Hi Hat Recessed Moved to Lighting avoid Truss 9 pd 71 tr '!i , 12 TRUSS 4, HEEL 43/411 T 12 2 611 0811° TYPICAL ROOF U DETAIL PLUMB CANTILEVER The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractorshall remain responsible 1 for checking field measurements and other construction criteria. Architect's (,4 approval covers general roof shape, TRUSS review of truss strapping, and loading On . HEEL structure from gravity and uplift loads and 4 3/411 their re a ive locati ns. ..- -.--`' Approved 6Y: Dale. r Braden 2, Braden A.I.A. P.A. T ° 0_ 12 �2 011 811 ZERO LOT LINE PLUMB CANTILEVER 00 IIIEi-UE T 19_f EAST ('0 `SS 1 TR-li 1 1285 ST LFTIE IRLVI). FT. PIERCE FL, 31946 OFFICE: (772)166 -2160 Ftl: (772)466-5:336 CUSTOMER: Mel -Ry Construction LOT:o?mr, Nettles Blvd (Nettles Island CITY/COUNTY: PSL/St. Lucie JOB # 3328 MODEL: Custom SQ FT: 1241 (roof 1296) DATE: 02-23-17 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), 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 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: Date: CODE = FBC 2014/TP12007 ASCE 7-10 DESIGN CRITERIA = C&C Hybrid MWFRS OCCUPANCY CATEGORY= 11 EXPOSURE = D MWF SPEED = 170 BUILDING TYPE = ENCLOSED MEAN HEIGHT: 15.00 SPACING: 24" O.C. (uno) GRAVITY LOADS ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL*-BCDL 20 07 10* 06 LOADS PER FBC FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf DEFINITIONS 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 # =POUNDS CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCI -B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS Date Initials 1/4" if elotted 2436. Designed By: YKW