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HomeMy WebLinkAboutBuilding plans, 1709-0253a- 12 5 SLOPE Stucco and 1 0 OD L(19 W I U. - ------ I-I II -I IOR —I U-I � FRONT ELEVATION Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLs# 1111S.1 over Polyglass self adhered roofing underlayment over 19/32" CDX Dluwood attached to trusses per sheeting attachment diac - 5/8 thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" —' 4 — — — — — — — — — — — — — — — — — — — ')" A.- Aluminum I" dia. Aluminum Pickets l�m�n�T Failing Detal -)F 0-dwings by manufuacturer ling Shall compy with FBC R312 LEE T ELEVATION scale 1/2"=1' RIGS —IT ELE\/ATION Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLU 111-15.1 over Polyglass self adhered roofing underlayment over 19/32 CDX plywood attached to trusses per sheeting attachment diagram on roof plan FF 5/8" thick light textured stucco on typical concrete block construction TERMITE TREATMENT REQUIRED SCALE: 1/4" 1`0" CONCLALEOFASTENEASOAAII RMENTS ARE THE RESMSISS1i11OF THE CONTRACTOR OF RECM THESE PLANS AND ALL PROPOSED WQRK . C t�f ARE SUBJECT TO. ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. Mi t•f `V _ MAY BE NECESSARY IN OIfDER TO- b COMPLY WITH ALL APPLICABLE CODES. yw a•� t t~r^ 7 v1 ALL MANUFACTURESLABLESSHOWING 01 7'% \J1 UFACTORS AND SHGCCOMPLIANCE n VMH Fec ENERGY �e MUST Fa" ON DOOR $ AND WINDOWS H UNTIL MRSPECTIONS ARE APPROVED °x Q ra SCALE: 114" = I'-O" REAR ELEVATION SCALE: 1/4" = 1'-0" BUILDING VOLUME PER ENERGY CALCULATIONS = 13,913 cubic feet PERMITTING INFORMATION (FORM, 100) Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Speed: 10 mph ultimate Mean Roof Height: -6" Roof Pitch: 5:12 Internal Pressure Coefficient: ±0:IS eFLATF Subjectability to damage from: Weathering: Negligible Termites:Veru Heavy fir Width of Roof End Zone: 5'-4" Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and ITCH Load Combination per ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL; 0.6DL+0.LWL Exp Height Adj Factor: 1.35 x Load Combo Factor 0.4 = 0.81 applied below Components t Cladding Wind Pressure (NET) Roof Zone: I. +24.0/-31.0 psf Roof Zone:. 2. +24.0/-L4.Opsf ROOF Zone: 3. +24.0/-94.0 psf Components t Cladding Wall End Zone Width: 5'-L" eGABLEOF Components 4 Cladding Wind Pressure (NET) Wall Zone: 4. +40.0/-44.0 psf Wall Zone: S. +40.0/-54.0 psf Components ! Cladding Wind Pressure (NET) on Garage Door: +34.0/-42.0psr Shear Walls Considered for Structure? Yes Less THAN 2,12 FITCH GABLE ROOF FROM 2:12 TO 12:i2 PITCH Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2.500pal. Presumptive: X By Teat: psi =3- Root Zone 1 99- Root Zone 2 Cxner zones This Building Shall Have the Following: I Zone 5 weu. Zone 4 ENiD ZONE Root zone 3 APPROVED SHUTTERS:_IMPACT GLASS: X BOTH: NEITHER: OL �_ 03 4 N 03 L �Q, 4J a_ o � � u I o � NU ll." N 4-) N L �4 Q>t C z m 0) 1 < U O LL _ W She z W 0 L�F 1. Pon � Copuri 12 5 ISLOPE Stucco band a FRONT ELEV/470N i Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL# III75.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan SCALE: 1/4" = 1'-0" - 5/8" thick light textured stucco on typical concrete block construction FT ELEVATION SCALE: 1/4" = 1'-0" 2" Hia Alnm^,m rod RIGHT ELEVATION Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 11115.1 over PolTyglass self adhered roofing underlayment over 19/32" CDX --� -••__ _� to trusses per sheeting attachment diagr 2" &a. Aluminum I" d1a. Aluminum Pickets li I m r l^ i i rn �= IMI I I L^ 5/8" thick light textured stucco on typical concrete block construction ED&tall scalLe 1/2"=1' / u11L)p ui cuji(ICJ.b L)q III0rlUl UOC LU1 C,1 Railing Shall compy with PSC R312 SCALE: 1/4" = 1'-0" REE4i, ELEV> 4710N PERMITTING, INFORMATION (FORM 100) Florida Budding Code Residential: STH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Speed: ILO mph ultimate Mean Roof Height: 22'-6" Roof Pitch: 5:12 Internal Pressure Coe icient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites:Very Heavy Width Of Roof End Zone: 5'-4" Wind Exposure Classification: B Adjustment factor for Expposure Height Using Allowable Stress Design and Load Combination per ASC1- -10 Section 2A DL+LL: DL+O.6WL; 0.6DL+0.4WL Exp Height Adj Factor: 1.00 x Load Combo Factor 0.4 = O.L applied below Components t Cladding Wind Pressure (NET) Roof Zone: 1. +1'1.0/-21.0 psf Roof Zone: 2. +I1.0/-48.0 psf Roof Zone: 3. +I1.0/-10.0 psf Components t Cladding Wall End Zone Width: 5'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +30.0/-32.0 psf Wall Zone: S. +30.0/-40.0 psf Components t Cladding Wind Pressure (NET) on Garage Door; +26.0/-31,0 pef 1F SCALE: 1/4" = 1'-0" NIP ROOF 2,12 0 4:12 PITCH Shear Walls Considered for Structure? Yes /GABLE ROOF' LEGS -4aV GABLE ROOF FROM Continuous Load Path Provided? Yes THAN 2:12 PITCH 2,12 TO 12.12 PITCH Are Components an Cladding Detais Provided7Yes Minimum Sal Bearing Pressure: 2 500 psi. Presumptive: X By Test: psi O e Roof zone I ®= Roof Zone 2 M= Corner Zones This Building Shall Have the Following: Waves Zone I Wan. Zone 5 Roof Zone .- APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: END ZONE 4J 0 N r T +� Ln H- p� O_ Z O N 0 C N N o L I 3 T 1 �r� I T v I t O Q °°° d rn O N C_ l w �t v .- a corn � d C� C� ~~ an N N C_j 0 (.J x CJ C) p 0 �F� H � a F» 0 G C.): >04 Q M wawa w CC C U u oc„mt low ~ N: � a s L j 00 sfl C: ,N OD OD F (a :3 1 1 s FE O QO OD (d o cv cv a NU(VCV a r L LI-1 _ Qs }, to �F E U !: E d ~LL- I n� LL L z tD N J LL --- L I Sheet J � n v of" ,, 0 `n f- ►U - � `' Q Z 6 e) o cr oT N � g c. 3 -0 x 8 -0 FRENCH DOOR O � I o o �° 3 `n B 2'-8" x 6'-8" MASONITE '6 .PANEL m z uj m C 21-4"..x.6,-8„ MASONITE 6 PANEL O o 3'-io" 3'-2" DN 0 a a w Q ry m -- p = p 2'._:C' x 6'78" : BI-FOLD °f-� o f __ KITCHEN ~ E I -- cw E x C-8" BI-FOLD . - 9'.-�' 4 I 0 a? I H.B. r o - F 9'-0" x 8'-O" GARAGE DOOR J Io. (� s, u L° I 0 0�0 u I Iq- �^ - - C G (2> T' O" x 8'-0" SLIDING GLASS DOOR `" o BED #2 g - -- - . H 2'-8" x 6'-8" BI-FOLD I REF 10'-O" -- --- D 4'-8„ x 6,_8„ BI-FOLD : A/C 0 a ° w A CHASE Rod 8 Shelf x x _ CJ w et v v w 2'-6" x 6'_8 MASONITE 6 PANEL POCKET, o o c D c6n --- ---� L ,..� u „ M E � O iJ 2 .8 x 6'-B ASONIT 6 PANEL POCKET: r O r o I i C 2 M (2) 3'-0" x- C-8" SLIDING GLASS DOOR - I I� ; w W W. C. I' KO Zt - "' B ALL exterior 'doors Including garage doors to. withstand o r I l o w z 1 I I H a pressures stated In permit Information box on : these, plans. o B N ��, vw 8 s n'-o° q" e„FOYER (L - verlf all masonr /rou h opening sizes rlor to ordering I I O car space o y y 9 P g A 9 See product approval chart on these plans for ex I I � windows: cn I GARAGE I � o I p PP p tenor door 'manufacturer Information (Including garage door); t O p I A 1 c'J`J N - Provide one exit door (swing type) that is 3, _0" wide Provide smart Vent Model #15 0-510 D I p 1 minimum and one emergency escape door (not .shuttered).. 3 engineered flood vent - install dper / -r If escape dOOr has IaZin then It mUS.t be impact resistant i „ "�arufdcturers recomendat ns. I C-2 p gg g P - I vent = 200 sq. ft. of cove age j _ and shall NOT' be thru garage.: This may be the: same door Garage = 233 s ft. - 2 vent s re mre I ENVY I �_l c If It meets both criteria listed. above. © 4' O' O i 1 � q .: 9 q q r-------¢--------� MAST. II II C-2 / � - P P ° SEAL CONCRETE BLOCK AT DOOR AND WINDOW `� BATH IMeter panel I I i OPENINGS WITH CONCRETE SEALANT PRIOR p N o' TO BUCK INSTALLATION PER FBCR 103.8 Q M o zau it li f o„ , ram- w MASTER o Uwsx BEDROOM w o a C-3 / /� 8' x 18' ' I I� Car Space Window Sch�dul Mark Size. Window Description I. ... x 5 _3„ FIXED 2. 2'-2" x 3,-2„ SINGLE HUNG; 3. 3'-1" x 5'-3" SINGLE HUNG " q. 2'-2" x 2'72" SINGLE HUNG 5.. : 3'-I" x 3'-2." SINGLE HUNG 6. 2'-2" .x 5'-3" SINGLE HUNG - ALL. Windows to be white 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 lid Permlt 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. 142 °1 ¢ .? 0 11 risers at 1 5/8" high W F- 7 O Treads at II deep Mark Slze: Door Description .. - - _ _ _ _ w` q c � 3 O _.. O 0 Lq X - i < i jCOC1 i III Q In oo Nu f \ FIRST L 0 0 R PLAN SECOND FLOOR PLAN '��r�u. \ O pp pp Cd \ / SCALE 1/4' _ 1,-0„ SCALE 1/4" = 1'-0° Ql I oNN . :u �Q vui U1 r TYPICAL NOTES: SCALE 1 r I. Contractor to verify ALL notes and dimensions prior to 20. All exposed attic Insulation materials installed on attic' floors shall have a critical radiant wr u r Qj x to - P 25. ALL drawings and written . material. herein constitute original work of this firm and the same or an art E I proceeding with work. flux not less than 0.12 watt per square centimetyr. Exposed foam plastic Insulation gy P �U_ 1 P g thereof MAY NOT be duplicated, disclosed, distribute or used in any manner without written consent Q 2. Contractor to STRICTLY enforce ALL OSHA Requirements. materials exposed n the underside. 14 the roof deck f b the attic walls shall comply © of this firm. An user thereof, without consent, shall be indebted to this firm for full commission. w with F.B.C. Residential Section R314 see permit info box of code edition y 3. ALL Lumber to P.S.I.used as Beam, Rafters, etc.., to have 2:i. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630,.C931 WALL SYMBOL LEGEND 73 a minimum 1,400 P.fiber stress. C960, C1002, C1041,C1111, C1118, C1;218, C13.95, or C1396 and, shall be installed 4 No dissimilar metals to touch. according to the following: 0 ALL Concrete used for slabs shall be 2500 PSI concrete, and [_ :CBS walls.- Fill cells solid with concrete and (1) US bar Vert. at -40" � ALL Concrete used for vertical filled cells, continuous. ie 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. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Q. ALplumbing fixtures to be low flow. Contractor to Provide Pan t Drain at water heater in accordance th the Florida Plumbing Code current edition. ,2ntractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements, Lowest finished floor to be set by Governing Budding Department rveyor to set in field. aration between residence t.nd garage shall be per FBC R309.1 and R309.2 r between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated aragejl dsLall �e separated from .residence and the attic area by 5/8" type "X" Column Schedule Mark Size ` and Descrl tion C-1 . 8" x 8" concrete column with (4) #5 bars vert and 43_ties at 12" o.c !'-2 4" x 4" . PT. wood post C-3 8" x 14H: concrete column with (4) #5 bars vert . and #3 ties at 12", o.c. C-4 3y:2 x 3%2" x%," Steel column Drgwall Thickness Location - Orientation - -' mber Member 5pacmg Maximum Max. spacing of. fasteners Nail smn optima .for 9 p - - installation of drgwall into wood. framing .members 2" x mm. thickness Neils :Screws - Ceding Perpendicular 24" - 1" 12" . 13ga 1 3/8" long: with 19/44" head i2 0.048' diameter x 11/4" longg annular -ringed or 5d cooler nag OR 0.080" dia. x 1 5/8" Ion with 9 15/L4" head Walls Either Direction 16" 8, l I6" OR Grows board nail 0.086" din.. x 15/8" with 9/32" head.. Ceiling .Perpendicular 24" -'I" 12" 13ga 1 5/8" long with.19/L4" head 0.098" diameter x 1 3/8' long .,, annular -ranged or Ld cooler nail 0,092" dia. xR 1 -l/8" Ion with 1/4" head g Wells Direction L" 8' IL" OR Gppeum board nail 0.0915" din. x 1p1/8" with 19/64" head. o.c. for `.walls up to 10'-0"* high. Space 32" o.c. for walls up to 15'-0'"* Z U For .walls over 10 -O a special inspection is required bg any 'licensed structural engineer to . review and approve the vert. steel installation in the footings, in the wall cay.itg and into beam. - = 2" x 4". non -bearing stud walls - see sections. Insulate with R-II batty at bathrooms & between A/C, and U Non -A/C spaces 2" x 4" bearing stud walls - 'see sections. Insulate with R-II batty at bathrooms i between A/C and Non >_ Second Floor Square ootage 0 -A/C spaces 2" Second Floor A/C q88 sq, ft. x 4" bearing stud walls - see sections. Insulate with, R-19 baits at bathrooms & between A/C and Sheet Non -A/C . spaces 1Ll First Floor Square Footage U c w ap ie o ga age wa >< er ath habitable rooms shall be separated from all habitable rooms 2t;. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, First Floor A/C =. 6`I�I sq. ft. Under -Roof. Square Footage Breakdown A/C Space Breakdown Z - by yo less than 5/8 type X drywall Floc- to ced,� assemblies shall be rotected b 5/8" type "X" dr wall 9 p y yp y A108.1, A118.1, A118.3, A136.1 .and A131.I 23. Cement, fiber -cement or lass mat 9 9�Peum backers 1n accordance with ASTM Covered Porch Total - = 40 s . q ft. First 'Floor. Total = 920 s ft. q' First Floor A/C = 6`l1 S ft. ' q• W (� OF 1. Ceuinq sh.&I have , flame -spread classification of not greater than 200 ` P C1288, C1325, OR CII18 and installe 1,A.W, manufacturers recommendations shall be backer Garage = 233 sq. ft, Second Floor -Total = 988 sq_ ft. Second Floor A/C = 988 s . ft q - C,Omm # AI -s16na ' ^ashes shall have asmoke-developed Index of not greater than 450 used as for the wall the in tub areas and wall panels in shower areas: P First Floor Total '= d2O sq.; ft; Total space Under roof. = I,g08 sq. rt. Total ,4/C Space = 1;635 sq, f (n 21. ALL materials used below base flood elevation must be flood resistant. This s to include 1_. all wall �over'ngs in garage and .elsewhere if applicable. Copyright r.. v ,-36" high C-1 C \0 0- / / D 1 3 G° O o SITTING ROOM seat 13'-10" r rn f BATH 42 CIO -a or Stair Info: 11 risers at - 5/8" high 16 Treads at II" deep u a u w r © K to O O 6 3'-8" 71 w � i CAE T w ry H.B. ° — — v �I BED 42 m 2 b © — — v- Hu D — — 0 i 2 o I I B T I window Schedule Mark Size Window Descri tion. ' x 5'41 FIXED 2. 2'-2" x 3'-2" SINGLE HUNG 3. 3'-1" x 5'-3" SINGLE HUNG 4. 2'-2" x 2'-2" SINGLE HUNG S. 3'-1" x 3'-2" SINGLE HUNG 6. 2'-2" x 5'-3" SINGLE HUNG - ALL Windows to be white 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 8'-0" FRENCH DOOR B 2'-8" -x 6'-8" MASONITE 6 PANEL C 21.=4" x C-8" MASONITE 6 PANEL D 2'-6" x C-8" el -FOLD E - 61- " BI-FOLD F 9'-0 x 8'-0" GARAGE DOOR G (2) 2'-0" x 8'-0" SLIDING GLASS DOOR H 2'-8" x. C-8" SI-FOLD 4'-8" x C-8" BI-FOLD K 2'-6" x C-8" MASONITE 6 PANEL POCKET L 2'-8" x C-8" MASONITE 6 PANEL POCKET M (2) 3'-0" x C-8" SLIDING GLASS DOOR - ALL exterior doors including garage doors to withstand aluminum railing 4'-0,' O O O O Om Q LIVING R.," v0M 4-)L� O � � 1 � z E~� 0 N 0 > O 0 13'-101, i+l 3'-2" pN p „ KITCHEN p — c I - 9 q iO X ; O� l-3 J �J Q) I I I p REF 4'-0„ -A 8 O ° A/C Rod E Shelf x x CHASE v 04 en� _ q 99 Oi 0 cli Icc cc am c, p ° I W.1.C. I O �, o ® � w � N H.B pressures stated in permit information box on these plans. C I I o B V o " Ir-o° 4" FOYER tL _ O mac.. car space 8' o verify all masonry/rough opening sizes prior to ordering I B 1 C� o 04,e windows. F-4 2. �- See product approval chart ., on these plans for exterior cn r GARAGE � �� 0 A I door manufacturer informatl�n (including garage door) o 1 1 0 - Provide One exit door (swing type) that is 3'-O" wide O Provide Smart Vent Model #IS O-5i0 0 o o ry minimum and one emergency e c pe door (not shuttered). engineered Flood vent - installed per If escape door has glazingthen IL must be Impact resistant manufacturers recomendati ns. p O 4'-10" 9" C I vent = 200 sq. ft. of coverage I C-2 OI = and shall NOT be t ru garage. This may be the same door " I I ENTRY I 9 9 y Garage = 233 sq. ft. - 2 van s require r______ __________� C-I �i If It meets both criteria listed above. �. MAST. 150amp panel ' I I i-2 l SEAL CONCRETE BLOCK AT DOOR AND WINDOW BATHLn "' 1 OPENINGS WITH CONCRETE SEALANT PRIOR 171 TO BUCK INSTALLATION PER FBCR -103.8 I 1 MASTER L4 Q BEDROOM 0 s [n x Car Space LA / \ i / / V O`a o 2O ¢o = 0 O Q c �jcoM T moo ci /N FIRS FLOOF FL�4�1 S GO�ID Lj�� C WW OOR FL,4N �_ orr V / SCALE .kl4" = 1'-O" / "��o SCALE 1/4"oNcw FIRST FLOOD' FLAN !� UUIrr TYPICAL NOTES: SCALE 114" I'-O" Uj I. Contractor to verify ALL notes and dimensions prior to 20. All exposed attic insulation materials installed or, attic floors shall have a critical radiant p g flux not less than 0.12 watt q p p 25. ALL drawings and written material herein constitute original work of this firm and the s or any part w `—ram a) x roceedin with work. per square' centimeter. Ex osed foam plastic msulatlon thereof MAY NOT be duplicated, disclosed, distributed or used in any manner without wr n consent �� 2. Contractor to STRICTLY enforce ALL OSHA Requirements. materials exposed on the underside of the roof deck or on the attic walls shall comply © of this firm. An user thereof, without consent, shall be indebted to this firm for full com on. Q 3. ALL Lumber to be used as Beam, Rafters, etc.., to have with F.B.C. Residential Section R314 - see permit info box of code edition 9 a minimum 1,400 P.S.I. fiber stress. 21. Gyyppsum board material shall conform to' ASTM C36, C19, C415, C514, C630, 0931 WALL SYMBOL LEGEND � C960, C1002, C1041,C1111, CII18, C1218, C1395, or C139L and shall be installed 4. No dissimilar metals to touch. sccordln to the following: S. ALL Concrete used for slabs shall be 2500 PSI concrete, and �-� g' O = CBS walla - Fill cell olld th d I " ALL Concrete used for vertical filled cells, continuous, 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. 1. AL!_ ,.c contact with concrete shall be pressure treated. 8 n _L wai dimensions are nominal and not finished wall or stud dimensions. 9. ALL plu-' n.g fixtures to be low flow. 10. Contractor to Provide Pan & Drain at water heater in accordance with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for'.' handicap accessibility requirements. a Lowest finished floor to be set by Governing Building Department surveyor to set in field. Separat on Between residence and garage shall be pe'r FBC R309.1 and R309.2 .door between garage and residence shall be I-3/8'' solid wood - 20 min. fire rated 'i%e aqe s. 'I Le separated from residence a he attic area by 5/8" type "X" op iced " c garage wall Column Sch&dUle Mark Size and Description C-1 8" x 8" concrete column with (4) 45 bars vert and 43 ties at 12" o.c. C-2 4" x 4" PT wood post C-3 8" x 1(V concrete column with (4) 45 bars Vert and 43 ties at 12" o.c. C-4 3i2" x 3%2" x%a„ Steel column s s wl concrete an ( ) *5 bar Vert. at 40 Q o.c. for wells up to 10'-0"* high. Space 32" o.c. for walls up to For walls over 10'-0" a special inspection is required by 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-II batts at bathrooms t between A/C and U Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate , with R-11 batts at bathrooms t between A/C and O Non -A/C spaces Second Floor Square Footage = 2" x 4" bearing stud walls - see sections. Insulate Second Floor A/C = 988 sq, ft. U_ with R-19 batts at bathrooms & between A/C and Non -A/C spaces Sheet pp First Floor Square Footage U _.,,ages benea -abitable rooms shall be separated from all habitable rooms 22. ALL ceramic tile surfaces installed §hall conform to ASTM A108.1 thru A108.6, First Floor A/C = 641 sq, ft. under Roof Square Footage Breakdown A/C Space Breakdown z ae by io than 518" type "X" .drywall A108.1, A118.1, A118.3, A136,1 and A131,1 Covered Porch Total = �O S ft. �+ Floor -o ing assemblies shall be protected by 5/8 type 'X' drywall 23. _'-ement, fiber -cement or glass mat gg sum backers in accordance with ASTM q First Floor Total = 920 S f _. >_ -I LLl ind . iling shall have a flame -spread classification of not greater than 200 C!288, C1325, OR CII"8 and install0dpl.A.w. manufacturers recommendations shall Garage = 233 sq. ft. q i Irst Floor A/C = 6� sq, ft, OF 1, used as backer for the wall the in tub areas and wall q Second Floor Total = 988 Sq ft. Second Floor A/C = 988 Sa.. ft. — Comm u an r 'ng �hes shall have a smoke -developed Index of not greater than 45G n panels 1n shower areas. First Floor Total = 920 s ft. Total space under roof = 1,908 sq, ft Total A/C Space = I,(o3> G " t7 "24 ALL materials used below base flood elevation must be flood resistant. This is to include q i �u I�—�' 011 wall cove ings in garage and elsewhere if applicable. Coour.ght Drywall Thickness s s wl concrete an ( ) *5 bar Vert. at 40 Q o.c. for wells up to 10'-0"* high. Space 32" o.c. for walls up to For walls over 10'-0" a special inspection is required by 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-II batts at bathrooms t between A/C and U Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate , with R-11 batts at bathrooms t between A/C and O Non -A/C spaces Second Floor Square Footage = 2" x 4" bearing stud walls - see sections. Insulate Second Floor A/C = 988 sq, ft. U_ with R-19 batts at bathrooms & between A/C and Non -A/C spaces Sheet pp First Floor Square Footage U _.,,ages benea -abitable rooms shall be separated from all habitable rooms 22. ALL ceramic tile surfaces installed §hall conform to ASTM A108.1 thru A108.6, First Floor A/C = 641 sq, ft. under Roof Square Footage Breakdown A/C Space Breakdown z ae by io than 518" type "X" .drywall A108.1, A118.1, A118.3, A136,1 and A131,1 Covered Porch Total = �O S ft. �+ Floor -o ing assemblies shall be protected by 5/8 type 'X' drywall 23. _'-ement, fiber -cement or glass mat gg sum backers in accordance with ASTM q First Floor Total = 920 S f _. >_ -I LLl ind . iling shall have a flame -spread classification of not greater than 200 C!288, C1325, OR CII"8 and install0dpl.A.w. manufacturers recommendations shall Garage = 233 sq. ft. q i Irst Floor A/C = 6� sq, ft, OF 1, used as backer for the wall the in tub areas and wall q Second Floor Total = 988 Sq ft. Second Floor A/C = 988 Sa.. ft. — Comm u an r 'ng �hes shall have a smoke -developed Index of not greater than 45G n panels 1n shower areas. First Floor Total = 920 s ft. Total space under roof = 1,908 sq, ft Total A/C Space = I,(o3> G " t7 "24 ALL materials used below base flood elevation must be flood resistant. This is to include q i �u I�—�' 011 wall cove ings in garage and elsewhere if applicable. Coour.ght Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of featenero Nail sizing options For installation of drgwall into wood framingg members 2" x min. thickness Nmis Screws Ceiling Perpendicular 2q" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.080" die. x 1 5/8" long with 15/44" head Walls Either Direction I6" - e" 16" - OR Gypsum board nail 0.08(" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7 121• 13ga 1 5/8" long with 19/64" head „ eOR OR 0.098" diameter x 1 3/8" long annular —ringed r 6d cooler nail 0 die. x 1 1/8" long with I/4" head Walls Either Direction 14, 8" OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/44" head. C-1 2onj % / 1 F-24S I I 110, / / I IJO I a LL I I - LJ 1' lO 4" concrete slab with fibermesh OR I 6 x6 #10/10 WWM on 6 mil Visqueen over06 I I clean compacted termite treated fill I Lr r —I I I I I I I LLI I I I I I I I I I I._'4 I I LLa Fi tt I I I m I I I I - I L -- - - -- --, 4'skp c-2 I© I o �• N I I Provide Smart Vent Model #15 0-5101 � I � I _F/z/go o� engineered Flood vent - installed per I I —) LIL manufacturers recomendati ns. I W I C-2 -i I vent = 200 sq. ft. of cove age I I Garage = 233 sq. ft. - 2 vents requirle I I I °opI I L-- F-36 I o I Recess for o Garagas Door 1 4 1---T-12 ---y m MI V/Z O 9'-0" I En F-36C-3 I D I 1 L___� FOUNDATION PLAN Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed '40" unless otherwise noted see foundation plan notes for spacing at openings FOUNDATION NOTES: SCALE: I/4" I'-O" = 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 dimensions prior to start of construction. 3. ALL Concrete used for slabs shall be 2,500 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc., shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix min. ,4. Soil bearing capacity assumed to be 2500 psf and stable.. This shall be confirmed In writing by soil testing report done by others prior to the start of any construction S. Verify all recess thickness at shower floors, all floor finishes. as selected by owner, door sills it thresholds Including pocket SGD frame widths etc... prior to placing any slabs. 4. Contractor to provide filled cell with concrete and 1 45, bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings .upp to 5'-Il" wide.' Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 1.0'-C" and up Contractor to see plans for any other condition used..Foundation walls shall have filled cells at 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 construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of . 3" concrete protection at footings .and 1-1/2" concrete protection at beams for ALL reinforcing bars. 10. Contractor to. provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil. Visqueen over clean compacted termite treated fill #5 bar cont. P v 12" (2) 95 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN Scale: 3/4" = 1'-0" SEE TYPICAL 4" concrete slab with fibermesh OR SECTIONS Cxb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated rill = Thicken edge to 8"x8" — = with concrete and one 45 bar continuous Co — v — GRADE III-11 #5 bar vert. at each filled =I cell (2'-0" o.c. typical) with v c = 30" overlap at each filled cell 477, .71 Ib"w xIL" d concrete stem wall _ andfooting wit#5 transverse bars 5 baas at 32" o.c. 117 — - 24" F -16S FOOTING DETAIL SCALE 1/2" = 1'-0" Termite Protection for New Construction as per F.B.C. 181(.l CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHER REQUIREMENTS Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment, area shall 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 o 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 `n r clamping device to eliminate the annular space between i pipe and sleeve. NO TERMICIDES shall be applied +' Ln Inside the sleeve per FBC Plumbing 305.1.2 +-) � O ryim z d) 4" concrete slab with fibermesh OR a b'xb' #10/10 WWM on 10 mil Visqueen over (� Ln clean compacted termite treated fill 3 < � O vm Thick en edge to 12"w x 12"d q a 12" with concrete and U I @ u (2) 45 bar continuous O Q Q T-12 FOOTING DETAIL J QaoQ U SCALE 1/2" = 1'-0" 4" concrete slab with ribermesh OR SEE TYPICAL b"xb" #10/10 wWM on 10 mil Visqueen over SECTIONS clean compacted termite treated fill Thicken edge to 8"x8" LZwith concrete and = I one #5 bar continuous v GRADE 45 bar vert. at each filled cell 12'-0" o.c. typical) with 30" overlap at each filled cell — E — II 24"w x Ib"d concrete stem wall footing with (3) tt5 bars cont. and tt5 transverse bars at 32" o.c. 24" 3 F-24S FOOTING DETAIL SCALE 1/2 1'-0-" � oot�n g �h�dul� Mark Size and Description T-12 Thicken slab edge to 12.'1 x 12" with (2) 45 bar cont. F-16S Ib"w x 16"d concrete `stem and 45 transverse bars at wall footing with (2) 45 rebar continuous 32" o.c. (bottom) F-24S 2411111 x and 1*5 li�"d 'concrete stem transverse bars at wall 32" footing with (3) o.c. (bottom) 45 rebar continuous wa Q� O N O �- a ., rnc+rnx ' H.y ::1,N 00 N V) N N U ►�~ W U N Q U O ►�— ll LLn w V W rn pr,p ' U o V) low K (L r r L >aom aC =�0000 Ex Oo ao $ v o�� I � R NUNN L..� rrma Cui111rr�s (0 E u C 4 ~LL I L. oLL U fY LU Sheet z 3. LU Q OF 1. Comm # w 11-115 Cor grlght n PRE-ENGINEERED 16" I TRUSSES AT 2-4" O.C. (shop drawings by manufactL Typical flooring over 15/32" .COX plgwooi trusses or joists thru 23/32" COX plywc Install 15/32" plywood with 48 x 2.5" wool max. spacing over 15 lb felt. Install 23/3: screwed and glued to trusses or joists wit at 12" o.c. Ad6tlonal .. Llntel Bar - ..Clear "A" ''B" '_-. :Southeastern Metals'-24 ga 5v Crrmp... Meta}-Roofin installed -.. .. _ ... _ .. . t5 ban. - .:.. _ _. .... .._.... .. _, ...._.. _. g Length Length Bars , Bars . per product approval FLU 11115.1 over Polyglass self adhered STRAPPING SCHEDULE '€�°roofing underlayment . over 19/32" ,CDX plywood attached Z-10" 2 8„ I'-6" , 2 tt3' none C—I Preceet Lintel to trusses per sheeting attachment diagram on roof plan ..� .� ..HETA..20 3,_4. 3-911: 2-21,. '2u3 none- . - Additianal 9 -O": 3'-10" 2'-8" 2,U3 none _ - a6 ban 0 Lana , > .:.?lr - - - none' ^(V - iovele q, 9 4,� 3� 2„ 2 tt3 Y — . : One Rea of Beam : r'. Block- Above 5'-4" s'-2" 4 O" 2 tt3. - :. none 9 ! �.t +d...• - '5'-10,5 8,� -ev z#9 none TH E A 2 RoPrecast Lintel---, . " SIMPSON HETA 20 . hurricane anchor at each truss. su Or Lin. `a� Max'. I"810 .Ibs: uplift:. Stt rap s all have (9) IOd x 11/.2" nails. i +.:j• , s � o l bone I A bore �__--+' yoTEsr I. MIN. COVERAGE OF STEED - Is"pp 2. MIN. BEARING REQUIRED EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 GRADE IO TYPICAL .LINTEL SECTION L'-6" 6 -..4 51-4" - 2 u9 none .. , .. b0 . '� BI L3 1' _ L' 1: o„ _ L 2''. 2 tt5 .none ' .:8�- 4" �'-io" o" 2 us. ALL-remPorcing steel is grade .60 (.PRECAST CONCRETE P1 LINTEL SCHEDULE _...: . Window or p - - Prt-. me: SM Block Maw . Gravity Mini' Uplift Max. Lateral . Mark ': Unit Llntel Catt-Crett Streaeed Above bottom Sim, Tap' 8� Load Load- Load Width Slse 8 nheetlon + Steel Stnl (PLP) (PLP) (PLF) L24 2'-O' 1'-10'ePe-Op/IT NO �. — I #6 30L9 15i9 1N2. 2._2. .. - L31 2'-L9' 3'-9" else-OB/IT NO: — 1 a6 25LI' 1363 1L3 3'-I " L48 . , 414' 5'-1' BFe-OB/I1' - NO — ". 1 45 1349 - .IOIL 411' L60 . 5'-0' 5'-e" -NO. - — I a5 1105 109: 33.1 LLO : v-8" L'-8" T -NO. 1 a5. IOII 121 934 L10. : T-O' 1'-O" IT. NO' — - 1 #5 1011 121 534 1808'-O'e'-8' T NO — - 1 #8 699. - 5.11' '. $12L40' • 9'-O'. 9'-e' RIT' IT - NO.- -" —' 1 - #5 53S 930 401 LOO 10'-0' 10'-8"IT NO' — 1 a5 982 414 462 LIIO10'-0" ll'-8" NO : ONE 1 a5 1 #S 1254 410'- 402 1.120 12'-0' 12'-8" NO :: ONE 1 a5 1 #5 1015 1. 4 324 - 1,140 14'-0" 14'-B" BFIL-IB/IT YES ONE I Its 1 a5. 1310 519 284 LILO K'-O' IL'-e' srt-IB/2T. YES ONE 1 °6 2 a5 950: 5O0 19.1 L190. K'-O' B'-8' BFIL-IB/2T Y£S ONE I a5 2 #5` 150 424 -148L - 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 IS'=11" LONG ARE OBE PRE -STRESSED. - CONTRACTOR TO VERIFY ALL L SIZES BASED ON FINAL MASONRY MLEL OPENING SIZES AND ADJUST LINTELS- ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS. j (..shop drawings bg manuract�rer Kau Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 41, 4" Sd ring shank % psf Zone 3 4" 4"> Sd ring shank 84 psf ** Zone 3a 6" 6" ' 48 wood screw 112.5 psf TYPICAL ROOF NOTES: SECOND FLOOR FR,4M11NG/LOWER WOOF FLA4N TYPICAL NOTES: Scale: 1/+' = l,_O„ - ALL Flywood sub -flooring to be saturated w/ Thompson water seal Immedlately after Installation for leak protection. Overhangs at 2'-0" unless otherwise noted on this sheet - Roof pitch at 6:12 unless otherwise noted Truss shop drawings to be provided bymanufacturer - Any changes to this plan shall be submitted to the -lrchltect for approval In writing prior to starting construction. TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER I cinitect to review Truss Shop Drawings Prior &rstruc tIon for layout. and uplift verification rov o< fire stop blocking at all floor trusses dividing the floor area into I00 sq. ft. (Max.) Spaces 0 N r 1 4 Ln Q v 96 Z U O V) cr O T N� ?T �o z L C a � I c v U � ` I � IV ` J Overhangs -shall :be 1'=� unless otherwise noted on this sheet O - Roof pitch shall be S;12 unless otherwise noted on this sheet Z [U Truss shop 'drawings to beprovided by manufacturer 4 Any changes to this plan .shall be submitted to thern architect for approval Jr.writing prior- to Starting construction. - ALL TRUSS TO TRUSS CONNECTIONS .BY U TRUSS MANUFACTURER - Architect to review Truss Shop: D;rawirgs Fror p to construction for layout and: uplift verification LL _ Contractor to provide for Form .Board Survey and to provide W Sheet Form Board Slarvey to Truss Company prior to truss construction U d -: Contractor, to provide the Architect with truss shop drawings including Z . ALL truss cut sheets' showingg ALL`. truss reactions prior to START LU p.l= OF FOUNDATION. WORK 1 for strap and rooting size verification. Q min # TRUSS DEFLECTION SHALL NOT EXCEED ON ANY TRUSS. W Irt 115 Copyright Strap double top plate to each stud using Simpson SIP straps. Adjust the strap size to match stud. width 2"x studs - see wall sections for applicable widths and stud spacing Stud along block wall to be PT 2"x blocking as req. by Florida Building Code - Residential. ditAA, nunrinui 4n K11111 Hull 111t6 'A Beam - see typical section at block wall. Contractor to fill .last cell I°x4" P.T. Buck solid with concrete and (1)2 sides t header 45 bar Vert. for Frame wall Detail. attachment. at .WIY1S dOW SIn91e Filled Cell Column NTS 2 x 4 fascia SEE WALL, SECTIONS Tapcon screws 410 x 3" e 6 6:: U FOR WALL CONSTRUCTION j 14" o.c. or I/2" dim. x5/12" Lg. AND STRAPPING "Red Heads" w/ 2"dim.x I/8" washer 12" Attach door to block wall with i Filled Cell Masonry Column With One 1/4" die. x 3" tap=cons with min. #S From Footing To Beam Each.. I penetration 12" o.c. max Conc: Fill To, Be 3000 'PSI 1/2" thick atuceo on i3/e" hi -nib lath face .1/2" .at and 6" o.c. max from each corner thru See Floor Plan For Location attached.to horizontal and vertical wood framing with. nailf or staples to provide Exterior of wall x I" 8" PT Buck- no less than I-3/4" penetration into See typical a horizontal wood framing and 3/4" penetration `wood framing members E oxg g block wall into vertical (pA i.B) MIX section Typical Overhang ncrtelooter 2xeda..BdDouble F lied Cell COIUmn header scilia I Frame to Block gall Anchor Detail Detail at Exterior Doors NTS NTS stucco finish Scale: NTS see elevations for notes Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL# 11115.1 over Folyglass self adhered roofing underlayment over 19/32 CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18lolbs. uplift See typical overhang detail on sheet D-1 See floor truss attachment detail on framing plan — 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap _ at each filled cell One row of beam block filled with concrete and (l) #5 bar cont. mid -span of wall and slab height 12 ro ,I - baseboard 3' 19/32" CDX Plywood 6" min. of Icynene LD-C-SO spray Foam insulation on Drywall bottom of roof sheathing m comppliance with ICC-ESR-1826 I I Stu finish dated Feb. I. 2012. Install DC 3I5 .Intumescent coating Dowel (1) 45 bar w/ 25" min lap and 4 embed Fln. F oor Cont. Concrete Footing nits u to opening framing era product approval per .section 9.3.Z of ILA, test notes auOVR to comply al barrier requirements. Insulation R-20 a°x 4". stud wall two studs under header PRE-ENGINEERED TRUSSES 1" x 6" PT Fascia two on outside at 24"o.c. TYPICAL Wood -� w ( shop drawings by manufacturer ) Casing IoICal Window Jamb � FraiflG� �a��I 5" i,refabncated. ' v NTS T S aluminum gutter Bather Strip 5/8" drywall with smooth finish 1/2" dr wall over:I" s + ; for i d Ssizes see strips at 16" O.C. wit R4.2 yfoil /+ Stucco Banding - see elevations insulation on typical 8� walls. Door stop All drywall is per FBC 102.3.1 and shall meet all pertaining .ASTM codes. - SEE WALL SECTIONS. Mortar to be Type "M on] g a FOR WALL CONSTRUCTION Attach door to wall Provide Our-O-Rock at all wet AND STRAPPING areas (ex. showers, tubs etc...) .. per product approval O HEAD by door manufacturer Stucco fine: see elevate °o Fill cell' with concrete and for notes (l) #5 bar vert. (typical). Zero Lot ' Line O r h o t1 g Max. spacing shall not exceed �r } 40" unless otherwise noted Scale, !" = I' -0" J .y p l C al Ex e r l o r D oor D. e t a l l see foundation. plan notes For - spacing at openings N T S Typical flooring over 15/32" CDX plgwood screwed to trusses or joists thru 23/32" CDX plywood sub -floor. Install 15/32" plywood with #8 x 2.5" wood screws at 4" o.c. max. spacing over 15 Ib felt, Install 23/32" CDX plywood Stucco finish StUCCO screwed and glued to trusses or joists with 48 x. 2' screws Stucco Banding — see elevations at 12" o.c. PRE-ENGINEERED 14" DEEP FLOOR' 101/32" CDX Plgwoed TRUSSES AT 24' O.C. TYPICAL (shop drawings by manufacturer) 5/8" drywall with smooth finish a --Door stop Jamb 06, ilia insulation on typical 8' ck walls per product approval All drywall is, per FBC 102.3.1 and by door manufacturer shall meet all pertaining ASTM codes:. . "M" � Mortar to be Type only. Provide Dur-O-Rock at ally wet i c a l E xt e r l or D oor Detail areas (ex. showers, tubs etc..J .7 y p N T S Fill cell with concrete and (l) #5 bar vert. (typical). Max: spacing shall not exceed 40" unless otherwise noted see foundation plan notes For spacing at openings 1/2' expansion joint - „ 4 concrete slab with fibermesh, OR Q Attach` window to block, wall with h1. -cons Min: M Studs at.: each side of. opening Vx6" #10/10 WWM on 6 mil Vis ueen over 1/4" die. x 3" tap with min. clean compacted termite treatedfill3" ;,y ri," " ,l "' � I I/2 penetration at 12 o.c. max' "4 4" from.ieach; corner thru - 00 and .o.c. max - I" x 4" .PT Buck c I drywall return,: _ III=II- 9 c stucco return n marble sill. o0 Fill all cells with concrete and pprovide (D #5 bar vert. at' 2" x 6" Buck w/ 24" o.c., max. spacing. 1./2,,: die. lag bolts with 4" W min. embedment at IS" o.c. . dry Wall : 4", from each corner top, _..-...L�.�.i .7..... F..�..L .,e,. a t. mnnit iAmk .. . 3) 2" x.12" header ttach window to opening Framing r manufacturers product approval (wall return Indow — verify rou h )ening size manufacturer 'ble sill Strap stud to top plate using —.Simpson H2.SA Existing double top plate strop header to top plate using Simpson LSTA 12 at 24" o.c. with (8) IOd nails each strap Existing header to remain Provide Simpson LSTA 18 as shown —Existing studs to remain Lag studs together using 3/8" die. x 4.5" lag screws recess head as needed ADD Simpson HTTS Strap with 5/8" die. threaded rod set in ppredmlled clean hole filled with epoxy and (24) IOd x 1 1/2" nails in each strap — Existing bottom plate to. remain Q c 'I' a v I co Le. n�n LL C L MCC Ln(X 4J OD OC o 00 (X p(V( 41 U1 t- r al Q) t- r t! L !4F U Q a i d Ll O � Z Y U Q� C LL) Sheet z W Q OF 1. N Comm UJ 1-1-11S IV Copyright 2" x 4" top plate 5/8" drywall ceiling on truss bottom -cord Simpson SP strap at each stud i Adjust size to match stud thickness ( ) z sym see wall bol legend and wall sections Felled Ce 1 F)rov Ae Simpson LST'A 18 I I E U (Typical) f'n;_ s ap at each stud w i I I 0 Q 1/2" drt�wall on X Cli 0 2" x 4' studs at 16" O.C. Q. Simpson SP strap at each stud Finish to match txiating Adjust size to match stud thickness Provide Simpson LSTA IS I F see wall symbol legend and wall sections L O flat strap at each stud 1 I I L _ — — — — — w _ M 4 1/2"x 4 1/2" I _ Masonry inspection N LL= _ _ _ — — 2" x 4" P.T. bottom plate C)-rh Clean Out Hole Footing - see foundation plan for size and steel requirements #9 diamon J 1/2" dia. Anchor Bolts with min. 1" embedment at 32" o.c. typical 3O" min. and 2" dia, washers Corner Steel Lap nts Frame Opening Strap Connector Detail PLAN A/C Compressor Bracket Plan view SCALE 1/2" = 1' NTS #9`_,diamond plate SEE TYPICAL WALL SECTIONS L I I I IZ O H U \ a d -U 3" x 3 x 1/4" aluminum angles r (4) 1/2" stainless steel bolts \ w w I. to Product Approval Submittal Affidavit Opening Schedule Swing 1jPors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL product Type NUMBER I, N.O.A.#16-0114.03 Single Hung 2, N.O;A.4I1-0420.04 Sliding Glass Door 3, N.O.A.#16-0429.12 Fixed Glass FL# 253.1 French. Door ki 4" concrete slab with fibermesh OR Typical baseboard 611x6' 410/10 WWM on 6 mil Visqueen over \_,, , clean,compacted termite treated fill ' I I90° bend from footing 48 bar dia. lap in wall Interior Non-E�earinq Partition and footing 5cale: 1/2" = I'-C" Simpson HTS-20 at tach truss T c p Masonry I I I �� d Cell Detail —truss with (24) IOd x 1 1/2" nails in each strap N T S """ ""' l" x 4" f-'T wood secured With h , 2' x 4' p.t, bottom. late with 1/2"dia. X b" anchor .bolt at 18" o.c, 1/2' anchor, bolt at 12' o.c. and /min. l embedment with 2" washer overhead door track secured t0 WQOd Jamb per. manufacturer's product approval (, , Typieal baseboard . i 4" concrete slab with .flbermesh OR Cxb 410/10 WWM on 6 mil Visqueen over ('.r n r n (� D oo r J n m b D t a l l clean compacted termite treated rill NTS ALL GARAGE DOORS AS SPECIFIED IN PRODUCT "�4��footing see foundation plan for size and steel 'eq. APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON Tuplcal Interior rearing Fdrtition THESE PLANS Scale: 1/2" = 1'-0" TEST Maximum Model # Manufacturer Glass Attachment $Method Expiration Design Pressure Date of Approved Tests SH-5500 PGT Windows 5/16 I/4" dia. tapcons w/ min. 1 3/e" penetration to be spaced per product approval. Contractor shall adhere to -30-20 + 10.0 PSF Impact min. edge distances specified in Product approval - 110.0 PSF 55n0/2�10 110 PGT Windows I" nom 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval Contractor shall adhere to 4-14-21 + 100.0 PSF Vinyl y Type GSA mina 2 I/2' edge distances specified in Product approval PW5520 PGT Windows VIC 1/4" dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to 4-30-�20 + $Q,Q PSF Impact min. edge distances specified in Product approval - 110.0 PSF FD-101 PGT Type "A" 1/4" dia. tapcons w/ mina 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to + 63:1 PSF Impact min. edge distances specified in Product approval - Product NOA/FL NUMBER Model # Manufacturer Attachment. Method TEST Expiration Date Maximum Design Pressure of Approved Tests Mullions N.O.A.#16-0218.03 3" mullion PGT Windows Install per fastener tgpe and spacings shown in product approval adhering' strictly to all edge distances and embedment depths 5-26 21 + 110.0 PSF Roof FL# 11175.1 5V Crimp Metal 24 ga, Southeastern. Metals Southeastern Metals 5v Crimp Roofing installed ,per approval over Polyglass peel and stick underlagment over 19/32" COX sheeting, nailed, to trussesper nailing pattern detail' on roof plan -11.0 . psf Field and perimeter. -93:5 psf cornea FL# 1654.1 Polyglass SBS Tapered Roof Pol lass USA yA Installed per product approval using system W-53 as shown oil sheet 14 of 45 in product approval over 19/32" COX p sheeting nailed to trusses pernailingpattern detail on roof plan -85.0 ALL ZONES Siding STUCCO ON BLOCK STUCCO ON LATH - 5/8" Thick light textured stucco on typical Concrete block construction Soffit - 1/2" thick stucco on 3/8" Hi -Rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1 3/4" penetration into horizontal' wood framing and 3/ Penetration. into vertical framing Hurricane Panels ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my 'seal below: (..Architect. or Engineer of ;Record ) Treads to be constructed using typical decking notes on Framing plan Simpson HGAIO connector with (a) 1/4" x 3" wood screws with full threads 34" high graspable handrail complying with FBC R311 t R312 Stair Info: I-1 risers at 1 5/8" high 16 Treads at 10" deep. 0 Z" x 12" stringers at stairs. Two on edges and minimum one down the middle not to exceed 24" o.c. Scale : 1/2" = 1'-0" I IN CL c joo I Q vdu,( � N( c oo ( � � I oOD �i Q► I L) c4 Nutt'( uWrt 4N� L _ ,1# R 'Z [0 /J ^� �� 114 Lu Sheet Z D w OF 1. Q W Comm W I-1 -:IF QL C , right Meter FIRST FLOOD ELECTRICAL FLAN SCALE 1/4" = 1'-0" ELECTRIC NOTES: 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. -1. 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. 5HMPR 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. II. A/C Refrigerant lines that are run thru slabs must be sleeved in 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.) 4. A/C Ducts in Garage shall be metal or I" thick minimum .rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings into the garage. 15. 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 ** PANEL ;,Ai, Poles BR Load Wire - Description I c1rc0- circa Description Wire Load BR Poles 2 40 1.0 kw as 3.5 Tom A/C comp 1 2 , AHU a10 3.6 kw 30 2 3 4 2 30 4.5 kw a10 40 gal. water HTR 5 L Rene aL 12.0 kw 50 2 � g 1 20 1.5 kw a12 Range Hood 9 10 1 Dr er a10 5.0 kw 30 2 1 20 1 L2 kw 412 Clothes.Washer II 12' 1 g .81 kw a12 Garage Door Opener 13 14 Dishwasher a12 20 1 1 20 1.5 kw a12 Kitchen S.A.C.- 15 1L Refrigerator a12 20 1 1 20 1.5 kw a12 Kitchen S.A.G. ' 18 . General Li htin 914 E2kw is I 1 20 a12 Recepts 19 20 GeneralLighting a14 15 1 1 20 — a12 Recepts 21 22 General Lighting a14 15 1 1 20 — a12 Recepts 23 1 24 1 General Lighting a14 — 15 1 1 20 — a12 Recepts 25 24 General Lighting a14 is I 1 20 — a12 Recepts 21 28 General Lighting a14 15 I 1 20 — a12 Recepts 29 30 spare 1 20 a12 Bathroom GPI 31 32 Stoare 1 20 1 — $12 Bathroom GFI 33 34 spare 1 20 a12 Smoke Det 35 34' s are 31 38 stiare spare 39 40 S are 5 are 41 42. spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting_ ,(3 watts sq ftJ Small _Appliance. Cgcwt(s),,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,;•. Range......................................................... Range ,Hood ............... _ _ ..............:._ .............. Refrigerator ...... ............ Dish Washer Disposal ................... _ .. Clothes, ,Washer ............ .. ........ Clothes,.Dryer.......... .. .. ....,,,,.., ,, ,;......._._. Water Heater 1,558 3 4.414 2 1,500 3,000 12.000 1 12,000 ' 1 1,100 I,100 1 1,200 1,20 1,20 1,00 1 1,200 1 1.000 1 1200 120 5,000 4.500 1 5,000 1 4.500 Total Watts 34,814 First 10000 Watts 9100% 1 10,000 10,000 Remainder 24,814 9407o 1 O 9,950 Electric Heat or A/C . 10,000 965% 1 10,000 10,000 Calculated Load waits 29,950 Voltage 240 Calculated Wattage Drvlded by Voltage = Total Amps 12+19 Pane!- Size Re cored = 150 Amps A/C disc. 150 (3) Il/ O copper feed AMP CB Conduit PA EL III 2" PVC ( FPL F---U2 Copper to r rL ug service ground to rebar in slab E.LECTRCAL RISEF,) NTS 2' AAV KITCHEN $ 11 2' AAV Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Can Light So Dimmer Switch -Cr Exhaust Fen 9 Push Button Switch ¢ Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) Waterproof, ground fault interruptef Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TT Thermostat 8 Electrical Meter ® Central Vac ` p' A/C Disconnect © Smoke Detector Ceiling Pan ® Television Jack Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light 0 Intercom ® Speaker Hook -Up O Ceiling Mounted Light Dome Style + Pendant Light ® Motion Detector ( closet light ) © Carbon Monoxide Detector c.tW . b ANI I /ANT XI, nts LAUNDRY 2' AAV SECOND FLOOi� ELECTRICAL PLAN 2" 2" SCALE 1/ 4" = 1'-0" SanItar FIser Legend Sanitary line s, Bath Tub "P" trap - - Vent Line str­ Shower "P" trap r;f Y-1 Lavatory Trap r"" Washing Machine Drain ry' Sink Trap rw Urinal wc` Water Closet rr-i Water Fountain Drain F` Floor Drain LE21Grinder Pump `A Clean Out I T VTR 2" Vent thru Roof r W- 2" Vent thru wall 2" Pipe Diameter Designation (2" dia) NOTES: - ALL sanitarg pipe to be Schedule 40 PVC - Slope hall be no less than 1/8" per foot and no more than 1/4" per foot U —i V rn o J, C_l Q ®rl CN 0. j C'c�" 0 on C-4 N NC7 O r r ~4 IX E-" E w vo O c� O @ cis � rn W �] M w U wU OOm c � � H 01 7 C — L_>oom 9)QLn00 rZ NN C+j00OD R = I I FL of- r- Do CD O N" v,UNN �Q Ur - a+ ur- x `v �(i Q z m U (y W Sheet zUj — aOe-1. Q C otfa W II -II W Copyright L'N WARNING 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 NSTRUCTIONS ON THE BCSI-B1 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-131 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS. L I O 17' 6" 4' 0" rn 24 - C\K N Z A 2�2 A01G b N b A02 b PE"Is, I A03 5/12 0 ROOF A04 0 05 cD 5/12 25/12 ROO ROOF 0 LA06 AO 0 A08 CD .25/12 A08 ROOF 0 - o a� 0 5/12 A08 ROOFo '- A08 `r° 0 - - A08 A08 0 CD .25/12 A08 ROOF o n A08 0 5/ 22 C1sktROOF A08 - 0 Ao9 5/12 ROOF Z0 A10 25/12 0 ROOF 7711 b �� - Al2 0 CD A13 5/12 ROOF A14 o 15G (9 7EJ2 I v� Cl) 1 21' 6" 18'-8" WALL HEIGHT Indicates Left End Of Truss On Layout & Engineering Sheets The Architect's or Architect's representative's Shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their res i ations. Appr(Ived By' Dale Braden 8 grade A. .A.f A.-- 0.25 5 r— 4 1116„ j Lit 41/2' CANT ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECT ]EAST COAST TRUSS 5285 STLUCIE BLVD. FT. PIERCE, FL 3496-16 OFFICE: 1772) 466-2480 FAX (772)466-5336 STOMER:Mel-Ry Construction 3 NAME: Casano Res./Roof DRESS:Lot 20 Nettles Island 'Y/COUNTY:St. Lucie County/St. Lucie # J34603 L:Custom FT 1041 TE 09/28/17 = 61615S-31.003 (3) (n), EAST COAST TRUSS Is the 'Truss Design Eaginar' Trusses are designed in uccordance with the Florida Building Cade 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: DDE = FBC 2014/TP12007 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY= II KPOSURE = D WF SPEED =170 JILDING TYPE =ENCLOSED EAN HEIGHT: 22.00 FLOOR: DUR FACTOR= PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,5.0 OF: DUR FACTOR= 1.25 F=TCLL-TCDL-BCLL-BCDL 20.017.0,0.0,10.0 "NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TIC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE I PREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS I EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. 1- 2- 3- 4- 5- 6- SUPPORT ANY PLANT SHELVES Ad. TRUSS PLACEMENT PLAN 1 /4" if LM k, WARNING* MEN' COMPONENTS AS DE D BY WTCA 1 - 1995. LL BEARING POINTS MUST BE DIAPHRAMS HAVE NC BEEN ANALYZED BY NSTALLED PRIOR TO INSTALLINGEAST COAST TRUSS. FOR ERECTION AND INSTALLATION OF TRUSSES NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS BRACING: 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE RESPONSIBILITY OF OTHERS. 3) INSTALL WEB BRACING AS STATED ON SEALED JENGINEERING TRUSS DRAWINGS. -SEE FINAL ENGINEERING SHEE 16 FOR I HE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. -BACK CHARGES WILL NU I BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE CATALOG 9'-4" WALL HEIGHT 18'-8" WALL HEIGHT Indicates Left End Of Truss The Architect-s or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and Other construction criteria. Architect's approval covers general roof shape, review of truss strapping lift loading on structure from gravity a d ift loads and their resp 'v to lions. Approved ay:_ Date:_ Braden 8, B �AP.A. TRUSS SYSTEMS PRODUCTS EIT ]EASE COAST TRUSS 5285 ST. LUCIE 1B1LVID. FT. PIERCE, FL 349646 OFFICE: 177D 466-2480 FAX. (772)466-5336 USTOMER:Mel-Ry Construction DB NAME: Casano Res./Floors DDRESS:Lot 20 Nettles Island ITY/COUNTY:St. Lucie County/St. Lucie OB # J34602 OB # DEL:Custom FT 1005 TE 09/28/17 = 6IGISS-31.003 (3) (c), EAST COAST TRUSS Is the "TrUSS Resign Engineer" Trusses arc designed in accordance with the Florida Roilding 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: ODE = FBC 2014/TP12007 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY=11 XPOSURE = D WF SPEED =170 UILDING TYPE =ENCLOSED EAN HEIGHT: 22.00 FLOOR: DUR FACTOR=1.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0, 7.0, 0.0,10.0 `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 # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE IST BE SET WITH A SPREADER BAR. THE READER BAR SHOULD BE AT LEAST 1/2 IN LENGTH AS THE SPAN OF THE TRUSS ING SET. ER TO BCI-B1 FOR COMPLETE CTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 1- 2- 4- 5- 6- �l TRUSS PLACEMENT PLAN LM