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Revision Building Plan 2-3-22
Planning & Development Services Department - - 0 Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NEW RESIDENCE .. .. - ° .. NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020, AND THE FBC 2020 Project Address: SEE PLAN _ - - - r'! ?J' . - - - : RESIDENTIAL (7TU EDITION) , 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC 1 • , , . , „ „ , (NFPA 70) 2017 EDITION. . Permit #: Occupancy Type: B Construction Type: V - I Iiq'° I1' S 1'-4.' Ii'-$ �� iZt•,�" - -, INSTRUCTIONS FOR USE: - NOTES: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: : .. - CONTRACTOR, SUBCONTRACTOR SUPPLIER ECT.. SHALL VERIFY ALL o New Residences (single or multi -family) - ' ' 1 �© E FIO o Residential Addition t1M 6 V•2/ N � _ _ •. b q r SITE, PLANS, SPECIFICATIONS, yEIZ'f DIMENS CON AT JOB SI ANS, SPEC! ATIONS ECT. o Any accessory structure ructurrequiring a building permit STRU DTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE o Any non-residential structure. • ° ADDRESSED BY THE *Note: Form not required for interior renovations provided that no exterior structural elements are affected and i •�t" VIZ ealQLA �W/ ENGINEER AS CONSTRUCT certain minor building permits at the discretion of the local building official. Contact the# above for questions. f . . I H"5 6Ai� ylL4• ION PROGRESSES. I DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aopiv) SALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE, PRECEDENCE OVER CALEI:) '� � � - � " � � ' � - � � � � ' I. DESIGN CODE: Florida Building Code 20207th Edition with 20 _Supplements using ASCE 7-16 I - DIMENSIONS. 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _open _ • - �Pi�J:-•" �pQ L.:O ( ALL CDNSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH 3. Risk Category: _ I Xll_ III_ IV Exposure Category: _B X CD - Q - �-(( fl 4. Design Wind Velocity 165 mph 128 ASO N/A LRFD End Zone Width_5 ft Pitch: :12 EDITION). S. Mean Roof Height: 15 ft Roof 6 Parapet: N/A - 1 r�, i� �••• :. :. ,. t � t �j , . 'I' . - ,"..i ,� t� an i �, I `„ I �, ,�„ . _ _ lv 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 20.6 20.6 20.6 35.8 35.8 33.9 Zone 1: Zone 2: Zone 3: Zone 4: Zone S: Garage: - - - .32.7 .57.0 -84.2 -38.8 -47.9 -44.2.- 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Lave: 20 Balcony:. N/A PSF - - - - • .. ' Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED : - • " • - : - 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: • I _ - - 9. is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: ' L2 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes - calash DESIGN PROFESSIONAL CERTIFICATION STATEMENT: �Q� �f 1^ T_ Fj •,L( �" f o. 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed m I comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design< 41�Stt forces specified:`" Qe, Pj I '�9. ' .'1 :.: q" L ., $„ l i' r. �,.. q•" ' I I'- 6° " $•• 1 Paul Welch P.E. 29945 / 5115 I Print Name Cert # & Co. CastAuth. - .O a E a/ Paul Welch Inc. -. _ • �. ".� 11i.:a'D,AgV• .. Q. • . ON PLAN 7/8/2021 p I . O (� fi BEDILCY.�Ni i# -' Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL .. _ 1 -� v •.:o4�gIYgS - - Company Name &Address " r 5LCCOVForm #020-12Revised 3/15/12p51 - I I Dili-E� I1 Q C'(G.iMu' I I���il:� I" Ih N 1,A�A' woN1 c a`r•i `� Building Department Product Approval Submittal Affidavit Permit # IBuildingAddress: SEE PLAN Contractor TBD Opening Schedule : Swing doors Overhead Doors, Sliding Doors Fixed Glass Windows & Skylights Glass Attachment Method Type, Size, Spacing & Building iProduct Opening ID _ FL # or NOA� Product Model # Manufacturer # Description Embedment (DISTANCE FROM CORNER/ Design jDesign I DISTANCE O.C.) 1/4" X 11/4" MIN. EMBED TAPCONI AT IMPACT Pressure SEE Pressure S.H. WINDOW FL# 17499.1 j S.H. 185 SH MI WINDOWS WINDOW ' AND DOORS 2"/16 O.C. ELEV'S INDOWS MIWINDOWS 1/4" X 11/4" MIN. EMBED TAPCONS AT 6" SEE 60 FIXED WINDOW FL# 15349.1 FIXED 185 PW AND DOORS I IMPACT / 16 O.C. ELEV'S - ------- - -- -- -- -.- � (2 ROWS) 1/4" X 11/4' MIN. EMBED _-- SEE ---_._. +/ 55 -- WINDOWS D- SGD FL# 224013* SGD 120/130/140 A T "D.C.LE IMPACT TAPCONS AT 6/16" - - V S - - - - - 1/4" X 1 1/4" MIN. EMBD. TICS@ 4" / 14" SEE +/ 60 3080 SC DOOR FL# 20468.4 SC DOOR SMOOTHSTAR THERMATRU i N/A O.C. ELEea'S NOA# 20- ( HURRICANE 16" X 15/8" MIN. EMBED LAG SCREW SEE g48 16'W X 8'H CHD O.Ii.D CCOlo___ DAB MASTER.__ NJA. EACH BRACKET ELEV'S --`7- __-____-__ Product -J_-__._-- Model # Manufacturer - Attachment MethodBulding Product E V D Type, Size, Spacing, Embedment & Stiffener etc. Design Design 2 > 1 / 2-Z - --' i Pressure Pressure,SEE _ MULLION FL# 15353- MULLION CM MI WINDOWS 1/4" X 1 1/4" MIN. EMBED. TAPCONS (4 PER CLIP) ELEV'S +/- 59.4 FLU=)S� VE1L7 )•)o- AND DOORS { 165 fdPH 1194 MPH PEEL AND STICK FL# 2569.1 S/A SOPREMA INC ADHERED TO DECK VULT VULT UNDERLAYMENT - ---- -SELF I ----� -----_-- - - ---_-- --- ---- �-----� FASTNERS FOR ASPHALT SHINGLES SHALL BE GALV. STEEL, STAINLESS STEEL. ALUMINUM OR COPPER ROOFING NAILS MINIMUM 12 GAUGE (0.105" (3MM) SHANK WITH A MINIMUM 3/8" (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS 165 MPH 1194 MPH Roof FL# 18355.1 HERITAGE TAMKO AND A MINIMUM 3/4" (19MM) INTO THE ROOF SHEATHING. VOLT VULT WHERE THE ROOF SHEATHING IS LESS THAN 31 (19MM) THICK THE FASTNERS SHALL PENETRATE THROUGH THE I � SHEATHING. FASTNERS SHALL COMPLY WITH ASTM F 1667 6 PER SHINGLE] Hurricane Panels Mareviewed the above product approval information and approve It Name: Paul Welch P.E. Certification Number: 29945 --- RESISTANT. -- 1 -- -- -- - - + ALL GLAZED EXTERIOR -- _ OPENINGS SHALL BE IMPACT FJ%DRvvM t<I iGHEk! I I alr.4-"ci-61cli e. fu - • o (:"N�4 JE P�A� r► e M b. SION sit, - I, - - �, � �r � EO ' v�l: I: G . ' ,9 1 .. �„ ,t.. ... I - - GL.ST b •_ I v- >^2 /yCA�• E�/IEVVE® FOR • WALI• VYi�. .. ,. I " : g1'411VL� CCDE C®MPLrANCE.- .A„ �, $eI,. 'esry �.,`Y G„•, i�D'^ t D•' 4-a 1 `er-Sl'. LUCIE GO TY BQCC .. 9 2Q" :t a ° I rmiu Gi, MaIIJ 1th"i r-CaAe 7i..3�Z2"_ c _ i O FCi�45 F�EbgnoM i2 �ve2rrlJ pip _ I3 r 2aMILl. (/t�y y coNL.fl _b i i Ala - r A r'Ee :3. cU i ril {} I W2JaAil®J I 1./YAHaI SELF „ / 1511Vehl0 bt,0,6111J b 6 CN)U ' wQ�L 14U t i �k"htEEL 1, 2?.'/4"1r F 1'/2° r-.,44CI54 (T9P•� TF.�itOJ ' arna pecFs51. . .. . • I� � eQ {? n x FILE COP`) �ItooNG�TE os LL abOLIL co • tv/zF6 N `E. 0 _. t r L4tifCA LIE Q t LINTEL SCHEDULE 1 9 LINTEL LENGTH/TYPE SAFE APPLIED SAFE APPLIED COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BF�M - .- .• - - '•-' -^ -- -- --'.- - .- -•- •'- - LOAD LOAD LOAD LOAD - _ .... .. i .. • ti 1A 1T-4" 208" PRESTRESSED 1326 200 520 I50 8F20 1B-IT L-2 4'-6" 54" U-LINTELS 6133 200 2724 _ 600 8P'16 '1B-IT L-3 T-6" 90" U-LINTELS 2661 600 1634 200 8F34 1B-IT L-4 4'-6" 54" U-LINTELS 6133 550 2724 300 8F28 113-IT L-5 5'-10" 70" U-LINTELS 4360 1200 2093 600 8F161B-1T L-6 6'-6" 78"U-1-INTELS 3480 300 1880 200 8F161B-IT L-7 T-6" 90" U-LINTELS 2661 200 _ 1634 150 8F16 1B-IT L-8 3'-6" 42" U-LINTEL 5163 200 3547 150 8F 16 OB-IT L-9 10'-6" 120" U-LINTELS 1533 550 914 300 8F28 1B-IT L-10 5'-10" 70" U-LINTELS 4360 550 2093 300 8134 MAT L-11 12'-0" 144" U-LINTELS 1254 1000 697 500 8F16 1B-IT L-12 13'-4" 160" U-LINTELS 1075 200 545 150 8F16 113-IT WINDOW / DOOR SCHEDULE SIZE / TYPE NOTES " " 1 DB 373/q"WX63" SH25WINDOWW/TRANSOMABOVE 2 53 115" W X W3 H SH35 WINDOW EGRESS 3 DBL (373/4" W X 6311 5112s WINDOW EGRESS 4 37 3/4" W X 63" H) SH25 WINDOW EGRESS .5 27114" W X " H 383/8SH23 WINDOW TEMPERED 6 37 3/4" W X 50 5/8" H SR24 WINDOW 7 4 0 3 0 HORIZONTAL ROLLER TEMPERED 8 8 0 6 8 SLIDING GLASS DOOR 9 3 0 8 0 SOLID CORE DOOR SOLID CO 10 16 0 7 0 OVERHEAD DOOR A 2 8 6 8 SOLID CORE 20 MIN. I= RATED DOOR B 2 8 6 8 H.C. INTERIOR DOOR C 2 6 6 8 H C. TWMDTOR DOOR D 5 0 6 8 BI-FOLD DOORS E 2 6 6 8 BI FOLD DOORS F 2 4 6 8 BI-FOLD DOORS ffi f 1� r i W i r- = r n "r. i � („i, i°,e° ; a„ 3° �11 Is t=o ' p t' si,2'° �;, _ TABULATION • .. to "I' I' 4 ,, 13° - o' LWING . __ 1,624 Sn- Ft. ef �.`;rr i , Planning & Development Services Department 0 Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NEW RESIDENCE Project Address: SEE PLAN Permit#: Occupancy Type: B Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. " Note: Form not required for interior renovations provided that no exterior structural elements are affected and - certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building, Code 20207th Edition with 20 _Supplements using ASCE 7-16 2. Structure Designed as (check one): X Enclosed -Partially Enclosed _Open 3. Risk Category: I X II 111 IV Exposure Category: B X C_D 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft. Roof Pitch; 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 20.6 20.6 20.6 35.8 35.8 33.9 Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -32.7 -57.0 -84.2 -38.8 -47.9 -44.2 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:, N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous load Path Provided? XYes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie ' County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert it & Co. Cent Auth. Paul Welch Inc. ON PLAN 7/8/2021 Signal FormDate, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address ID 12 Revised 3/15/12 (JS) Building Department --- - Permit # - ------ Product Approval - _ Opening Schedule FL # or NOA� Product - S.H. I FL# 17499.1 WINDOW - Prod- --- Submittal Affidavit- -- --- Building Address. SEE PLAN -- -- ---.. Swing doors Overhead Doors Model # Manufacturer MI WINDOWS 185 SH AND DOORS - ---- -- MI WINDOWS 185 PW AND DOORS Contractor TBD Sliding Doors Fixed Glass Windows & Skylights Y _-- t P g Glass Attachment Method T e, Size, S acin & / Description Embedment (DISTANCE FROM CORNER I DISTANCE O.C.) _- o._. 1/4" X 11/4 MIN. EMBED TAPCONS AT IMPACT 2"/16" O.C. __.--_.. 1/4" X 11/4 MIN. EMBED TAPCONS AT 6" IMPACT. 16' O.C. Product Pressure - - -- -- +/- 55 - Building Buddin g g ('(Design n Pressure ------ SEE ELEV'S SEE ELEV'S Opening ID If -- --- S.H. WINDOW --. FIXED WINDOW FL# 15349.1 FIXED (2 ROWS) 1/4" X 11/4" MIN. EMBED IMPACT TAPCONS AT 6"/16" O.C. / I ELEV'S ..]- 55 ------ SGD FL# 22401.3 SGD SGD 120/1301140 MI WINDOWS AND DOORS SEE ELEV'S --" -- 3080 SC DOOR FL# 20468.4 SC DOOR SMOOTHSTAR THERMATRU _� 1/4" X 11/4" MIN. EMBD. TC'S @ 4' / 14 N/A c. O.C. +/- 60 1 -_--__ -. 16'W X 8'H OHD - SEE ELEV'S Building g Design Pressure -Pressure SEE ELEV'S �65 MPH f�! (Product iDesign - Prod 5/16" X 1 5/8" MIN. EMBED LAG SCREW N/A EACH BRACKET Attachment Method Type, Size, Spacing, Embedment & Stiffener etc. - 1/4" X 11/4" MIN EMBED. TAPCONS (4 PER CLIP) "- idOA# 20- 0901„'1 TI O.H.D HURRICANE MASTER DAB Product Model # Manufacturer i/-59.4 - -- MULLION rFL# 15353.9 MULLION 0 MI WINDOWS CM ` - AND DOORS - _ _.. VU MPH PEELANDSTICK UNDERLAYMEIN FL#2569.1 S/A _ SOPREMA INC _---- -_- - SELF ADHERED TO DECK �jVULT FASTNERS FOAM PHALT SHINGLES SHALL M GAMSTEEL, -- -_- VULT _- STAINLESS STEEL. ALUMINUM OR COPPER ROOFING NAILS MINIMUM 12 GAUGE (0.105' (3MM) SHANK WITH A Roof FL# 18355.1 [ HERITAGE TAMKO MINIMUM 3/8" (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 3/4" (19MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" (19MM) 165 MPH VULT 194 MPH VULT THICK THE FASTNERS SHALL PENETRATE THROUGH THE SHEATHING. FASTNERS SHALL COMPLY WITH ASTM F 1667 1 N/A PER SHINGLE) _ j --- -'� - -- --- -- --- - --- --� --- -- _ HurncanePanels� - I have reviewed the Name: Paul Welch above product approval Information P.E Certification Number. and approve It 29945 RESISTANT. -� -- -` ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT NOTE: ALL CONSTRUCTION MUST COMPLY lVITEI THE FBC 2020, AND THE F IC 2D20 - RESIDENTIAL (7T" EDITION) , 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC (NFPA. 70) 2017.EDITION. .. - I"i lr �• I'/•r' il' S" hi{�" I(, �n f�A - I�I��O NOTES: OR SUBCONTRACTOR SUPPLIER ECT SHALL VERIFY ALL RACT -THE GONT g°K Ito"aorlc 131,h, DIMENSIONS, 6o1-jMfJ4 Val.5 e yBfZT CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. $Ijr gy'' 1GI1 STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. I . I ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. {) 6 ALL CONSTRUCTION TO BE IN ACCORDANCE', WITH THE FBC / FBCR 2020(7TH E �(111�1'i I'02CI} 0 EDITION). V i 3 0 �QI�E O L 60 7,7 A50v6 I 4"1_ 00 a� w� o.o ' ° DKGY�M st _' p 6 = If. 0 - ( IA4e" (5-4 I BOO I 6.040014) I VI _r.HEO I I LJ G: _ -- ` o URI E02W e �'- 1'�If:• f0�aM� _ L _GLSf- -N - aLL p REVIE a Q VVE® F � to - - -4- ',,..i�.�' \ ®R I ! s> \ v a W - c N {.>N b�`iEK CODE.CQ� . 0 o p� AAMCE D.. . ®uNTY BOCC. o r.; LU�fE wow O L �n J� n Aq �, D„ �9je �'�" 6 ". ,'1"I?" `Y/ �, IVn to . 'r I ' - rp �,,Nr Cure MAItJ FILE Ct�PY - _ _ _._ I ® I clC.IS, f�Eb dM r 2 v izr td F. yvMIIJ. I Ate- r, W2tJldllar� I I .1 ANII SE F ( _ 6 U o >ooGI1fJ d 0 wd I:64 ra15 _+"hsEEl I I , : - niteif?;lan Apuiu a Iur Cc, �PParEcifof! ; A(rlLdcuE651 a • i .�tl�iAKPte.yo a F ,r fttAF ys-5�253b675 Q&,Welt#'' Ito" . 'L " 1 X _ coN�eE'fc I L L } _ LdNbIN�1 NG¢E^(EFft_ o aWL� �aLtlVluS �, Z N - 1 w�sF� BAKSYGItT. - t Q L.0 N - WINDOW / DOOR SCHEDULE - n1 d I MARE SIZE / TYPE NOTES 1 1111114373/4" W X 63" ED S1125 WINDOW W/TRANSOM ABOVE Q .f 2 537/8"WX63"H SH35WINDOW EGRESS f2 T' SCHEDULE ".. LII rrI sc ... - ,.. ... 37 4" W X 63"" 5 WINDOW B EGRESS r ; .. 4 3 SH25 3/4" W X 63" II) WINDOW EGRESS sARE APPIII a snrE APPILIED CONCOSI I'E - - - r G -5 271/4" W X 38 3/8" H SH23 W�IVDOVV TE11•ffERED :•°- LL LiNT:L LENGTH/TYPE H / TYPE- LIN CRAVrI'Y GRAVITY UPL7PT UPLIFT 13Slalrl� _ .. ., I _ - .. " -• - 0 _ 6 37 3/4'HW X 50 5/811 H SH24 W ENDOW F,�; ; ' LOAD LOAD LOAD LOAD .. ( : -I .. ,. 7 4 0 3 0 ORIZONT ROLLER • 8 80685LIDINGGLASSDOOR , L-1 L-2 IT-4" 208";PRESTRESSED 4'-6" 54"U-LJN'TEI,S 1326 6133 200 1200 600 550 1200 300 200 200 550 550 WOO 200 520 2724 50 600 8f2C lB-1T 8h1(13-IT 1634 2724 2093 1.880 1634 3547 914 2093 697 545 200 300 600 200 150 150 300 300 500 1.50 81`34 IB-]T 81 2£ IB-IP 8F1( 1B-1.1- SFI( ( ]B-IT 81't(1B-1T 81 15 OB 1 -T 9128 lB-IT, ST341B-IT 8F16113-1T SFIb1B-1T L-3 L-4 L-5 L,-6 L-7 L-8 L-9 IL10 Loll L-12 T-6" 90"U-.LINTELS 4'-E3" 54"U LINTELS 5'-10" 70" U-LINTELS 6'-6' 78" U-LINTELS 7'-6' 90"U-1,INTELS 3'-6" 42" U-LINTEL 10'-6" 120" U LINTELS 5'-10" 70" U-LINTELS T-O" 144" U-LINTELS 3'-4" 160" U-LINTELS 2601 _ 6133 4360 3480 2661. 5163 1533 4360 1254 1075 ft: ` O 9 3 0 8 0 SOLID CORE DOOR SOLID CO °: W 6 - 10 16 0 7 0 OVERBEAD DOOR ! I 00 A 286 8 SOLID CORE 20 MIN. FIRE RATED DOOR ORS 6F3 -. _ .. F 2468 BI TOLD DOORS : I� .• I 0 o (a', p" Z - g,• g,, ,, 3 8i1 a, 3, d„ 3'- o t,.q, S'"'2je LP,- `Lo NUTC:: AN11LiN LINTEL IS IN VARIOUSLOCATION,S, WORST UA.SC. LOADING is SHOWN - - - - NO FE; ,PROVIDE "CASTCRI, rL" PRE -CAST CONCREL LINTEL A� N'OIFM ON PLANS OR I QTIAL. B 2 8 6 8 H.C. INTERIOR DOOR C 2 6 6 8 H.C. INTERIOR DOOR j D 5 0 6 8 BL-FOLD DOORS A.f'A U.UATIO II LIVING 1,624 Sq. Ft, COV. PORCH 328 Sq. Ft. ENTRY 48 Sq. Fit GARAGE 452 Sq. Ft. Sq. Ft. TOTAL 2,452 i GARAGES FLOOR SUPWACE 1)' GARAGE FLOORSURFACES-SBALLBEOFAPPKOVED'NONCO1VIBUSTD;LE- ' MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. AU-TD YIti "( Kai Af-^r�ler<Af' mil.; J L WMLI Ij I"10 33 PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 202uPLUTvMING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5)' HOT WA-TERPH'ING WITH`A MINIMUMTHERMAL RESISTANCE OF R-3• SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH. RUN LENGTHS GREATER. THAN 20 FEET., 6) WATER HEATERS INSTALLED SHALT, BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. DOWEL ROD REPAIR NOOTa IN THE EVENT STEEL HAS BEEN INABSVERTENTL PMITTED FROM DOWN POURS LOCATIONS, DRI(L6" INTO CNCRETE ((NO CLOSER THAN 3-3/41' FROM EDGES AND 5" FP�: M ENDS OF OAP WALLS). REMOVE rJUST PER MFG.'S INSST"JOTIONS AND) USE TWO PART EF�O>O( TO ANCHOR #5 PERAR"J PLACE. USE EITHER HILTI O-100 OR 31MPSOiN E)?pTtl(-TPE. I. i I F' � Q_ o J . h I X w" az LO�SGR-E'iE I G UP-P� 1Z',a.1 Fl 4"hfP�P rn 01, I 1_A-11 ' F- e u FILE COPY 0. REVIEWED FOR � -A� CODE COMPLIANCE >1_ T. LUCIE COUNTY 9OCC b c uj b In FOUNDATION SCHEDULE F-I 16"D X 16"W (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FHIEIMM�SH OR-6"/H'-I4/WWWM-OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL SHEET NUNIlER kFCIIAIVIC.'AL ELE'CTTICAL CIVIL. EIVGIIVEE'R7NG f.984S.W..,HILTMOR'EST. SUITE# I f4 ' POI?TST. LUCIE, FI-34984 p 11RRRR PHC9II/E(772)?8 -.9888 =MAIL PWELCRf/NC�AO.C,_C(7ff JUL O O LUC1 , �!/ amm a r7 1 A L t- AFETY Wi" vt�njitvG This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses, SPACING NOTE All trusses are to be set 21-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. m DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n ore r less dt Spder Bar 60 degrees \ or less Tag line �i*—J,prox 213 Io �--� � 1l2 span Tag line —PProx, 112 of Span. a REFER TO BCSI REFER TO BCSI Truss must be set [his way V crane is used. Truss must be set this way If crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All lead bearing walls, headers, beams, & lintels must be in place at indicated height before trusses J are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. t WARNING A The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING SEAT PLATES BY" CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CTRUSSJG HANGER ID FASTENER FOR FASTENER FOR TRUSS CARRIED TRUSS CARRYING TRUSS 'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend + + +J 12" COFFER O9'-511 CEILING WALL HEIGHT BF-1 It 10'-9" CEILING WALL HEIGHT 9'-51 1 WALL HEIGHT 101-911 & Bo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 30'- 38' IN LENGTH!! PLUMB CUT END 12 2X4 TOP CHORD 6 r WALL HEIGHT 8'-1" END DETAIL: B PLUMB CUT END 12 2X4 TOP CHORD 6 WALL HEIGHT VARIES END DETAIL: TYPICAL 4-03 1-06-00 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole autho determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delive Undersigned agrees that no backoharges will be allowed. In the event such written notice is furnished Chambers shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers After 10 days of delivery remedy will be according to Florida statute 558.. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Tru the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Trr Abe responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Tru 'to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Bt responsible to Chambers Truss for louring costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 pr fee for revisions may be charged by Chambers Truss. 7, This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled r delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge added for all sums not paid within terms. 1 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guar payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material ai ;undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made 'recipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments refer therein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. I 11. Design responsibilities are per JINational Standard And Recommended Guidelines On Responsibilitie Construction Using Metal Plate Connected Wood Trusses ANSI/TP11WTCA 4 - 2002M 12, Warranty is per Chambers Truss Warranty attached. DATED " SIGNED I FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and prope and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. r, Trusses must be set and braced per design to prevent injury 8r damage. ' r<i Trusses must beset plumb and square Do not set bunks or stack of Plywood, roofing material or any other I concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES I Ban er venue Fort Pierce, Florida 34982-6423 800.551-5932 Fort Pierce 772-465-2012 Fax 772-465.8711 Vero Beach 772.569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM REVIEWED FOR FILE COPY CODE COMPLIANCE 2;7,0 ST. LUCIE COUNTY BOCC t--cu,vy"I MITEK VERSION 7.4.1.43T.--__—._.. LOADINGMESIGN CRITERIA REDUCIBLI l PER CODE SUCH AS SBC 16046.1 DESIGN CRITERIA ! County ST. LUCIE Building Department ST. LUCIE CO. - Wind Design Criteria ASCE7-16 ! Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake 1- Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 .. i Bottom Chord Live "10-Non Conccurent 0 Bottom Chord Dead 10 3 0 - -Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed - 160mph - 12 PLUMB CUT END - Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder —I 6 2X4 TOP CHORDI Highest Mean Height 15, WALL HEIGHT 10'-9" 1 Building Type Enclosed END DETAIL: AI Building Category If: Non Restrictive i Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2020 R.D L. =Restraining Dead Load C.B.=Continuous Bracing 4 ; Verify DESIGN CRITERIA shown above with the i building department and your engineer. Design Criteria Is the responsibility of the Building Designer and/or Engineer of Record 1-10-00 I Chambers Truss Inc. Drawing Name: 77848 SCALE: 1/4" = V-01' PAID WELCH INC. 3 j 131 total trusses, 48 unique designs 1984 BILTMOREfST #11 Designer: RAC Reviewed by: _ PORT SAINT LUCIE, FL 34984 Date: 10/14/21 FLA REG NO 2694.5 ! FOR R Iz�tvweb 'SOUTHERN CITY DEVELOPMENT DESCRIPTION: 5606 MYRTLE ST. Page 1 of 1 CUSTOMER INITIALS EACH PAGE DEC 1 3 m1 ; 4' 7 0 �. I . .. I .. , I I _ — I. . ..� . .k.L I . ... . 1.,. R,I.. . . ... . �.,�EII, III,.I ... .N.. I. -.I . IF� .OI � I.. . .. .�. R... .1�I .�I . C.�. —... . �I. , � . N. . . . -G , .... ,SI.I, �.I .k .T... .I. . E. I.� � . E;.I.- . .—.ILI �� .. I . �=�t.. A I.I. .=I I� A=I l.. II .� IN. .. .I I1 �- I.:I.� 1 _ . ,..I . .0. II '.I"IN. __, . .I. � ._�. I. :I.. _.._ �F .. .. , I4,.- ._.8I-I_. I. �I . I . A.I_�. R. .. � � . I. I � II I I� ._.I I,.I . 1.I. _ I II � . .. .I L .. II . - . II. . 1.1 I . -� .I .. II I � ..I . ... I. .1'.�. 1 . .. -II' . 1I .II .I .I.., I I .-. .�I I ��..�. III LI ...� . I. II�I II.. �� I .�. L� .I... �..II..I III .- � ��I1I . . I. I. .: - . ... �. . I:1- .I.I ..I. ..I � . ....I-1 I."1 ..�1 . .� 1.I.� Ic�I 1I�:...- .-� �... : I,� .I. .� . ..1, .I. ..� � � I. ..F �I. �. '- , �.. . . I ...� ...I. .: 1.I'.I _11I. .I- .2...I ..-=I ...1 *'I.-I�FI�I . .. .. ....... ...�I��., �. .I �. .1I�� .1.�_�-, ...�I ... :I.. .I I, I . I..I. . I . . I . �. ..I. . � I--.I.--� . .I . I .f-.I .I.,1I.-...I . I1-.I .--..I .I I� .. . _ ,..I .'-ABI�� I _�.I �-_ _. �...._. .I.' . WALL IINISII (INSULATION NOTES SEE TYPICAL WALL SECTION[ FOR 1 .I.I., . . I.,. I . . / . 1.\.., ... � ...�.- . , . 1)' INTERIORTO'BE'/:" DRYWALL FRtTISH. ADDITIONAL INFORMATION( _ 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/:" THICK WITH (13 GAGE, 1 3/8".._.: - . .. -- - -- I. • . :, . . J . J. . .. LONG, 19/64" HEAD; 0.098" DIAMETER, 1 ''/a" LONG, ANN ULAR-RINGED; 5D -- . - - - .-. ,, --,r -- . COOLER NAIL, 0.086" DIAMETER 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD ' ' BOND BEAM ' PRE- ENGINEERED WOOD TRUSSES DTI F . I101 E. ALL b +1-41(9 I O ' NAIL, 0.086" DIAMETER, 1 518" LONG, 9/32" HEAD) SPACED A'T 7" O.C. FOR NAILS W/ (I) #5BAR COLT'- . ,<. t In 24" O.C. MAX. SPACING . " SEE TYPICAL WALL SECTION FOR - . AD 1 ONAL IN O[uvIATION -. LAP 30" blifl.. .p10. . @ ( ) E . AND 12" O.C. FOR SCREWS. . 3) WALLS AT SHOWER TO -BE TILE. PROVIDE CEMENT, FIBER-CEAIEN'T OR GLASS• SP . S . . MAT GYPSUM BACKERS IN COMPLIANCE WITH AFEM C 1288, C 1325, C 1178, OR .. C 1278 AND INSTALLED IN ACCORDANCE IT MANUr SIMPSON" STRAP PER TItUS3 D R W H ACT � � : .. �. :. � r--(1) #5 CORNEtL RAR .. . ' '` a 2I" O.C. (MAX ACING) U S ES URERS _ _ "SIIvTPSON" STRAP PER TRUSS RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER --- --- / CI'XPICAL ALL CORNERS) / " _ CONNECTOR SCFI. I CONNECTOP.SCH. AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 &FRC 702.4.2). L Ji - I( __ __. __�' - - 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX OF ` ___ I-11 , �-_. - - #5'REBAR W/ 90 DEGREE HOICI NQT`GREATER.TIIAN 450.. ..� �.. ,�_ -� - _ IC � .. . 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD _I ,- �I. _ " _ » » • 19 ��, . _ . . CLASSIIICATION OF NOT GREATER THAN 200. ( I / I6. X I (v CONCRETE BLOCK , . 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL - i. .. % CO7 UMV WITH (4)- #5 BARS VERT y #svanrtCAL BAR STUCCO CEILING PIER S II2UC I. F, HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 R A'iT PER SQUARE -` "I- �I I I. IN (3000 PSI) CONCRETE FILI,I:D " I �` - ' . CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO I CELL NOTE# Z _ . THE UNDERSIDE OF TIDE ROOF DECK OR ON THE ATTIC WALLS SHALL - - ---'- ' - . O ,' - COMPLY WITH. SECTION FRC316. :.. . . ,. I a,, 7 ., (I ROW) - _ __�STUCCU SOFFIT PER - I - . _'--- : S cl T r [ � 7 E r } A 7 ( . STUCCO OVER WIRELATH SOFFIT DETAIL 7) PER FRC 702.2.1 ALL GYPSUMBOARD MATERIALS AND ACCESSORIES SHALL DQ 1.,E_1,1 C) 1 V L 6? 1 LiL �J 1') 1-� + $"XB" CONT1NUJld CONCRETE CONFORM T'O ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C BEAM BLOCKW/ (I) - #5 BAR 1N 7 W/ 11GA. T' NAILS W/ 3/8" 0 1 L177 C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN (3000 PSI) CONC, R LLED EACII CELL I. - -' - - .. HEAD @ 6" O.C. OVER 3/8" #5 REBAR W/ 90 DEGREE 1i00K ACCORDANCE WITH THE PROVISIONS OF ITiC, AND ADHESIVES FOR THE %�.- - _- .STUCCO FINISH METAL RIB LATH @ 6" O-C. INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 $" PRECAS LINT4 W/ (.l) #5 BAR - W/ (2 LAi'ERSOP 15f1 FELT 8 X 16".CONCRETE $LOCK 8) INSULATION MATERIALS, INCLUllING FACINGS, SUCH AS VAPOR RETARDERS IN (3000 PSI) C(;! ! BETE FILLED CELL— - -.. __„___-. ,_.'__, . -_ COLUMN WITH 2 -#5 BARS IN OR VAPOR YEI2AIEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING OVER EACH FRAMING . ( ) (SEE LINTEL SC_O. FOR MORE •' . ' . '" ' '.. MEMBER), : /-(3000 PST) CONCRETE FILLED . ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL INFORMATION' I CELL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INI)EX NOT TO EXCEED 25 ' WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 - . S WHEN TESTED IN ACCORDANCE I§'I'1'II ASTM E 84 OR UL 723, I ° 81'X8,' CONT'II TLIOUS CONCRETE STUCCO FINISH / — ENERGYCONSERVATION NOTES • BEAM BLOCKW/ (1) -#5 BAR 1N. • 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE Zv2 @} (3000 }'S) CONE. FILLED EACH CELL'l ENERGY CONSERVATION RESIDENTIAL: . . fly REBAR W/ 30" MIN. LAP SPLICE ;2) ATTIC ACCESS DOORS OR HATCHES FROM CONDHIOND SPACES TO ,. i 8" PRECAS LINTEL W/ (I)-95 BAR . . - . UNCONDITIONEDSPACES SHALL BE WEATIIERSTRIPPED AND INSULATED TO #5 REBAR W/ 30" MIN. LAP SPT I:CE IN (3000 PSI) CONCRETE FILLED CELL ` A LEVEL EQUIVALENT 1f)"THE INSULATIONnN THE SURROUNDING - SURFACES, AWOOD FRAMED OR EQUIVALEN'P BAFFLE OR RETAINER IS - ---�- 4^ I FINTSHED GRADE I I REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLEU TO PREVENT 2� LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. _ - .. ; ., - 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR PROVIDE �" 1$°' SOFFIT VENTS @ 46°° . _ !J - i� I Z" _ - (2500 PSI) CONCRETE FOUNDP.�TTON ' 0-4' (2500 PSI) CONC. FOUNDATION . Q ti ` s ! SEE PLAN FOR SIZES AND :-'SEE PLAN FOR SIZES AND LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402A.1 THROUGH "•d nrECIFICAT10No)-.- . _ _ - / SPECIFICATIONS R402.4.4.. III 1«u`1WKt . 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH STUCCO OVER WIRELATH W/ 11 GA 2" - :,I`• II - �1\i�lll -I�L� . jU\` - 1. R402.4.1.2 •• L. % V I- . , y" I FINISHED GRADE 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR NAILS W/ w f?i HEAD @ 6° O.C. OVER :• O , L_ . INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND s" METAL RIB LATH @ 6" O.G. W1(2 �I d III IA?_ . 111 6 . SWINGING DOORS NO MORE THAN 0.5 CFAI PER SQUARE FT AND MUST BE LAYERS) OF 15# FELT OVER WD .. .. . ' F TESTED LISTED AND LABELED RY ACCORDANCE WITH R402.4,3, FRAMING MEMBER (TRUSS TAILS), ___ .__ _ -.-.. z- " • --'----- -_--_-" - ----_- .: G) CONTRACTOR SHALL PROVIDE ENERIIY PERFORMANCE LEVEL, (EFL) DISPLAY 7 • CARD INACCORDANCE WITH PT3C 2PENERGY CONSERVATION 1401.3. T A 1�L Ca JL VN S {,1 IOl`I (��T I R 511C0 5af �lf PCIII, Nrs,,. n1s TYPICAL COLUMN SE s' .tG ills... - - --- -. -- _.—_._ .. --- . STRUCTUI2ALNOTES: _ . - - -----_------------ ---= - -- ° .. L) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. - - I - 2) SOH, BEARING CAPACITY: 2000 PSF (MIN.). - - � - - : _ . . .- � .3 ) ALL STRUCTURAL, CONCRETE SHALL HAVE AN1,7NIM UM COMPRESSIVE STRENGTH: OF � � - 3000PSIAT28DAYS. - I - - 4) SLAB / FOOTINGS TO BE CONCRETE WIT}I A NIIiNID4U1. 2500 PSI COO\1PRFSSIVE I . ' _ _ _ _STRENGTH AT 2a D.AI S SEE PLAN FOR SIZES S STEEL REQUII2ENIEN'TS. .--..=..Y�,. I � - I . 5) AIININIUM CONCRETE fPROTECTION FOR REINFORCING BARS: I . . .. . _SHINGLE ROOFII� G OVER ' h ' 's - . _ � - � I . FOOTINGS, 3" BEANIS: I %" SUSPENDED SL ABS: I %" . - WMERLAY ON 19/32" CDX , - • ' . . - � � - _ _ G GRAD,E 60 S'.0 NII1Vln UNI IN 73EAMS AND COOLUB NS D1elMETPLRS EXCEPTAS N01'FD . _ • . PLYWOOD ROOF SHEATHING • ' I - - - -� � � � -' � - ._... _ - - - • 7) ALL LUNIBER IN CONTACT WITH CONCRETE OR nIASONRY SHALL BE PRESSURE WITH 8D RING -SHANK NAILS PER • . • I -- .. . TREATED. _ .. _ T_._._�.. .-:—,__? _ DETAIL . INGL, ROOF03 OVER - F _. SHINOLr ROOFING OVER sS 1.- a) sPL1'rING OR cRAculNc or STRUCTURAL coviPONENTs DUE TO 1NSTALAT[oN of , . . §II9I C L I ON I:9/.I p CllX uI r¢4q c ; „ t. _. HARDWARE IS NOT:PERAJITED. - �. ON 1.9/j2 CDX ' """ . PRE- ENGINEERED WOOD TRUSSES .. . - PLYWOOD ROOF Sl'IEATHING .. ' . PLYWOOD ROOF SHE 9) UNLICSSOTHERIVISENOTED,TIIEINSI'ALLA'CIONOFS!'ECIFIEDk1rU2DlVARESHALL „ _. AIRING CONFORAI: TO THE AIA.NUFA.CTURES INSTRUCTIONS AND STANDARD PRACiICIES. :..� I . . � @ 24 .O.C, (MAX. SPACING) .. " . 11 I WITH 8D RING-SHMhili NAILS PER - � � I WITH SD RIN . G SHANK NAILS PER 10) UNLESS OTHL'12\Y1SE NOTED FORE,\'FERIOR \VALES, ti\TL'.R10f2 PLYWOOD SI-IEA'I'lI1NG - - � .. . I . DETAIL I I . ` , DET 7L A. AND INTERIOR DRYWWALL 1S TO BF, NAILED VYIl B lOd OR BETl CR. NA.LLS 6" O.C. EDGES, . I._ "SIMPSON", STRAP PER TRUSS - _ - . . . _ .. .. AND 8" O.C. FIELD, OR SCREWED )A'[Ill. DRYWALL SCREWS J.5".LONG AND fl.l.3a. DIA- . . CONNECTOR SCH. - . - . . .. RE- E ii` E';, : LL) LINTELS SHALL HAVEA N•I[NIAQUN4 4" BEARING EXCEPTRECESSED I:dNl'CLS SHALL - . . • �. N USS. - P G 1 LRLD WOOD TR ES 4, PRE ENGINEERED WOOD TRUSSES HAVE a" BEARING. �+ I o' g @ 24 " O:C. (MAX. SPACING) @ 24" O.C. (MAX: SPACING)... ' ...: 12) PROVIDE # 5 CORNER 13A13S W/ 30" MIN. LAP SPLICE FOR. BOND BEAiNI, _'—METAL_FLASHING (DRIP EDGE) , . .. . a! 13) STUCCO SOFF1"C NOl'E: SOEFIT'CO BE STUCCO OVER R'H2ELATII R'! 7J.GA. 2" NA1.LS )A'/ .. .. : " - - S.f1tIPSON" ST12A1 .PER TR USS "SIIviPSON'STRAPPER TRUSS ! 3/a" O HEAu 6° O.C. OVER sra" NIE TAL ItIR LATH C4 6" o.c. w/ (2 LA.YERs) OF ISu FELT. -� .. .. : . , I CUNNEC'I'OR SCI7., - "NOTE: PROVIDE Tl'VAKBUILUING )TRAP BETR'EEN PAPERBACIZED LA"Ell AND CDX. '�'• I : - CONNECTOR SC.H.. PLYWOOD -� .. .. I _ — _ , . — . 14) PROVIDER-IIBATTS.INSULATIONIN WALLFR01ING. I 1 MC -TIN (1 R D . - _ RIPDDGE) - . _: -_.._. . _ --- _ "TAL FLASI G D 1P E GE) / METAL FLASIUNG (D --- -. .. . .t9 J' I. __,. -. ' R-30 INSULATIOI T ), R. INSULATION rS I" i 1X6CEDARFASCIAO(.R I I .I 2X4 WOOD SUB -FASCIA . . U L L . %2" DRYWALL (CEILING) — x;:,i , h - -- v - • . _ __ __ a- w . ROWS STUCCO SOFFIT PER 2 1,: ,/ ._' ,. .. _ _ I "l ui _ - \ („ . ) SOFFITDETAIL : _: __ ... -._:_'- - - -.1 X6 CEDARFASCIA.OVER %2".DRYWALL(CEILING �'41 -- ASCIA - I _ 0 w 8 X8 CONTINUOUS CONCRETE . . - 1 2X4 WOODSLIB-FASI-IA 1 X 6 CEDAR FASCIA OVER BEAMBLOCKW/ t-#5BARIN I �:c 2X4 WOODSUB-FASCIA $ O _ #5REBARW/. DEGREE'TOOK IRO 44-4-. -,a,.� .. .. . --..... __-.. _ _.._.._.-....... __- __. (3000 PSI) CONC. FILLED EACH CELL %," DRYWALL S'I'FICCO SOFFIT PER ;, , 0- . . K. (GELLING) _ _ O SOFFIT PER ( W) -_._..-I BO7"1 OM CORD O.F 8" P E ' T 8' X8' XI6' CONCRT TE BL; -"L'. 1 SOFFIT DETAIL .HCW/O(1) #5 BARN 50F IT DETAII I•"' - L R CAS LIN EL W/ (1) #5 BAR. BLOCI (I ROO W) . TRUSS _ (MASONRY) : (3 00 PS) CONC. FILLED EACH CELL 0 u _. IN (3000 PSI) CONCRETE PILLED CELL WWII" CONTINUOUS CONCRETE: #5 REBAR W/ 90 DEGREE HOOK . . ' ,'' . ' . AT ALL DOOR AND WINDOW AR W/ 90 DEGREE FIOOh >� �'I' %2" DT2 i WALL (WALLS . OPENINGS SEE L _ fly VERT.,REBAR IN (3000 I SI) . BEAM SLOCKW/ (1) - #5 BAR IN 8" PRECAS LINTEL W/ ] -fly . - ( INIEL SCH. FOR CONCRETE FILLED CELL (3000 PSI) CONE. FILLED EACH CELL, 8"X8"X.16" CONCRETE BLOCK: IN 300 f/5 REB . AND CLG) MORE INFORMATION . . MASONRY ( 0 PSI) CONCRETE FILLED CLLL� $ XB XIG CUNCRETEDLOCI{ (SEE PLAN FOR LOCATIONS) _ _ ( ) AT ALL DOOR.AND WINDOW (IvJA50N,RY)' - !�. 8 PRECAS LINTEL W/ (I)-#5 BAR OPENINGS (SEE LINTEL SCH. FOR w . _ -- %2 DRYWALL (ALL) STUCCO FINISH IN 3000 PS CONCRETE FILLED fly VERT. REB AR IN (;3000 PSI Mr . . 2 X 4 WD TOP PLATE OR . ( ) . CELL _ - -' CONCRETE FI .) MORE INFORMATION) . .. .fl5,VERT. REBARIN (3000 PSI) -` {4 _- __ _T I �„ CONCRETE FILLE F� L AT ALL DOOR AND WINDOW i -- \LED CL•'LL �. X 3 5/8 MI IAL IX2 FIBBING (� 16 OR 24 O.C. OPENINGS (SEE LINTEL SCIL. FOR N ATIONS) / ' _ D CELL :.. RUNNER #5 R 2 t. . . . . EAR W/ 30" MIN. LAP!SPLICE'. MORE INFORMATION) , �. . may - . . . . ! _ STUCCO FINIOSHLO( ) . - 1X2DTRItING Qa ] 6" OR 24 O.C. STUCCO P .FOR L . 2 X 4 WOOD STUDS 24" .. F1 FOIL INSULATION (2500 PSI) CONE. FOUNDATION ROUGH BLOCK IN SH 0 CATIONS) . <.. ' O.C, - SEE PLAN I70R SIZES _ . OR I %," X 3 5/8" METAL . .. - �: #5 REBAR WL30" � - .. . SPECIFICATIONS nlf N. LAP SPLICE : U FO L INS /' : STUDS a 24" O.C. PD:a" . LICE., . � AR W/ 30" NIIN. LAP SPtIl ': B I'4 25op'rsI -FINISHED GRADE . '. ( ) CONE. FOLINIjATION l o o" I ULA'I'ION i!5•RE . _ . 9 SEE PLAN FUli SIZES AND . 500 PS) C • . 2 ,. .. <} SEE PLAN FO SIZES �A .. TION tI . �____ SPECIFICATIONS ... • �;. AND . : V2" DRYWALL BOTH = II(5d11 1' fL I - .. , I SPECIE EVIE EIS �C?R " 4,. l - .. /t rill I ' .• ' ICATdONS .: SIDES (SEE WALL PNISII - Ill } e u IZ 'dI5 tm L• .v ..I 1 I: p Itlt �Il - . NOTES FOR WALLS I1 _'1 I ,I a ytn . FI P .. FINISHED GRADE III;.., . L. M °. .CODE C MPLIANCE IC .,(I FINISHED GRADE ADJACENT TO SHOWER ,,Wi.•t11' fv t I �I� 8• �Z llL .... .. i� . . , xa ' III . _ S . ACIE C UNiY SO C . AND TUB) - Z? or -'vri 5( 713� L a 1lI �11,U lln 111I-fti-thl,l� -- ' . . 2X4 Px. WOOD BOTT. I h , _ _... TYPICAL WALL SECTION ►� - _r��,: ntst.. .• . TYPICAL WALL SECION CG�itE� �c PLAT i ' - - -- - -' --- .. OR r,L„ Ills. T F.. , C�C,PI� . i ;/ A . X 3 5/s METAL, . _:... j.N Y:PICAL `WALL S]ECTI®I\T I �, 1 „ro13) »is - . RUNT I�R W/ TAPGON5 _ - _ . - - _ . f - ..—._......._—.-_....._ . ._-- .......... ...__.—._ - g15,.U.� a_::..:v.. - 24".C. _- _ .- ._._- _ --- - _� _....-.... I- . / - F lI]GA117 BLOCic AT WALLS ovaCzc / __. _ _ _ _ i _ . PRovIDE 2 Rows o . _ .. ° f CONC, f-LOOR . . MEET W!I: lR s ? . k-�- ._ ... .x� PUS '.'L.0f of I _I --.. Mt . L ELE•GTR/CAL C " TPICAiL INTERIOR N-ON-BR DE I G. WALL TAIL nts Y/L L�nlGln/EER/11fG . _ _ _ ..._...- .. . II If984S,W. B/L TMORES7 SUITE�k` 1 fAI . C/E, FL 34984, _ /It,IQI ( f,/i,e - 1I I.If .. . PflO&FC77,:2I78-® �s�, �T�rI !'GYI I CFf! . - . JUL 0 8 2021 _. ,M r r oe; �^,_,+-, . - _ , j CH,, P.E, F.0 A f7EGNCi• a99�5 . JUL o 8 2021 I VWU LUA APPLIANCE CKTS 3000 LAUNDRY 1500 DRYER 5000 RANGE 12000 WH 4500 DW 1200 WP TUB (OPTION) 1200 REFRIG 1200 IRR. PUMP (OPTION) 1806 MISC 5000 TOTAL 41272 VA FIRST 10 I(W @ I00% 10000 REMAINDER (a) 40% 12508.8 TOTAL 22508.8 A/C HEAT (a) 1o0% 12000 TOTAL 34508.8 VA 34508.8 - 240 - 143.7867 AMPS USE 200 AMP SERVICE ELECTRICAL KEY SYMBOL SINGLE POLE SWITCH 8 THREE WAY SWITCH - UU DUPLEX CONVENIENCE OUTLET d) 120V SPECIAL PURPOSE OUTLET (1)220 228V.OUTLET �UFS GROUND FAULT PROTECTION wp� vFx WEATLLP,R PROOF I LIGHT TIXTURE FAN BOX/LIGHT '�— FLUORESCENTLIGHT EXHAUST FAN 5b SMOKE DETECTOR CARBONMONOXIDEDETECTOR lJ EQUIPMENT DISCONNECT .ALL IDEAS,.DESIGNS, ARRANGEMENTS, AND PLANS. .INDICATED OR REPRESENTED- BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS .OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF .SUCH IDEAS, DESIGNS, ARRANGEMENTS,,:AND PLANS SHALL BE USED BY,, OR` DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT -WRITTEN PERMISSION Project, Sheet: . Date :Scale. - N.T.S..