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HomeMy WebLinkAboutBUILDING PLAN—'I^ ninvn = '-A" N A \/ M = I6' — no 6; 8"Ki I Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL# 11115.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 —'��<SLOPE IS FE7 �JL:1= Fi .a ed Floor _ _ _ _ _ _ 5/8" thick Ilgt textured _ _ _ _ _ _ -vation — Stucco one ypical concrete — — block construction 12 5 1 SLOPE TION S ea tern Metals 24 ga v C Im tal Roofing Installed Handrail each pe o product uct ppro al F # III 5.1 c er ofyg elf adhered side of stairs ro ing nderl yme ov r 19 32" D %w od lied to truss s p sheeting atta hmen diagram n ro f pla 34" high railing _ - at stairs !} I 5/8" thick light textured stucco on typical concrete block construction 4 REAR ELEVATION SCALE: 1/4" = I'-O" Southeastern Metals 24 ga 5v Crimp Metal Roofing installed 12 per product approval FL# 11115.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached 5 1 SLOPE to trusses per sheeting attachment diagram on roof plan/� I. EJ _ _ _ _ _ _ _ _ 5/8" hick light textured stucco n typical concrete blo k construction LEFT ELEV/4710N SCALE: 1/4" = 1'-0" 2" newel posts with I" pickets 4" o.c. 2" round handrail 2" clearance from finishes `I, or to bottom horizontal rail 12 SLOPE IF, 2 2 2 2 5/8" thick light textured _ _ _ _ _ stucco on tgpIcal concrete _ _ block constru tion RIG. 7 ELEVATION SCALE: 1/4' = V-O" 6" min. of Icynene, 10 LO—C-50 spray foam insulation on iiea dated Feb. I, 2018. Install DC 315 Intumescent coatin per section 4.3.2 of ICC test noted above to comply with 15 min. thermal barrier requirements. Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLtt 11115.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 5 �— at 24"o.c. TYPICAL 18101bs. uplift ( shop drawings by manufacturer ) Prefabricated aluminum gutter shop drawin s b mFg on overlap ctl L cn ao I m g g I Galt' —Alum Metal drip tt on 2" x L" fascia n w 12" Soffit to be two layers of 5/8" thick densglass fireguard X finished painted to - match body of house G tt5 bar Vert. w/ 30" overlao 5/8" thick light textured stucco on typical concrete block construction 45 bar Vert. w/ 30" overlab, 5/8 drywall with smooth finish OO Co Q \ BI 1/2" drgwall over I" x furring 0 ctl O steps at I6" a.c, with R4.2lyfal iri �—insulation on typical 8" Block walls N CLou G All drywall is per FBC 102.3.1 and v _ 3 shall meet all pertaining ASTM codes. "f1" 0 -Z Mortar to be Tyge only. Provide Our-O-Rock at atwet, s N .00Z areas (ex. showers, tuba etc..,s I O m(U Fill cell with concrete and I tt5 bar Vert. ItypiceD. O (14 zMax. spacing shall not exceed J32" unless otherwise noted °� � � z see Foundation plan notes for j spacing at openings 0 u, 14- .0 Typical flooring over 15/32" COX plywood screwed to trusses or joists thru 23/32" CDX plywood sub —floor. Typical Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c. c Baseboard max. spacing over 15 Ib felt. Install 23/32" COX plywood O a J screwed and glued to trusses or joists with 48 x 2 screws at 12" o.c. j a IL" deep pre —en sneered wood floor trusses at 54" o.c. R-30 baits insulation Drywall ceiling Beam BI See floor truss attachment I/2" drywall over I" detail on framing plan x furrin strips at IL" o.c. with R4.2 %foil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onI . Provide Dur-O-Rock at a111 wet areas (ex. showers, tubs etc...) Typical min. Fill cell with concrete and (U tt5 bar Vert. (typical). Max, spacing shall not exceed 32" unless otherwise noted 1/2" expansieee JawAdation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on G mil Visqueen over clean compacted termite treated fill T O pas�o d L o _ III I L-1 1 1 L.� Ilia p 9W, —IIII-IIII—n —IIII IIII—I \bend bar to extend min. 32" into dfr76�P' 7'"E89 PLANS AND ALL _ 1 ARESU ECTTOANYCO RCT)Of ALLMANUEAGiD$tLE8�i1l�IMIgGconcrete and IIII IIII-IIII III WITH FecEN Y � acing. ert. at MAYSENECESSARY)NORD�q�n I10"REMAIN ON ALL DOORS AND WINDOWS COMPLY WITH ALLAPKICABLE COO —IIII IIII - F — 2 "L INSPECTIONS ARE APPROVED —IIII —IIII= T Y P I C /4 L SECTION CONCEALED�AS�NEpgppq�gCNM� Scale I/2" = I'-O" ARE��Cp�NSIBI(I�pFtNE Nt, nt 3�" High 2" did. handrail attached to wall w/ min. 1 1/2" between I6 risers at T" high 15 treads at II" deep 2" x 12" Treads STAIR DETAIL TERMIT 119VU9 E TREATMENT REQUIRED u °'��Q M G.1 ck c ~yy~� N NOS 0 Li r n # w A �0 ° 6 ��- tJ 04-S a C.I'S �1 pr"O W�� r UW,c6� wkv° y 7 SIRc' ti 3 �� m Provide two ply _to�o floor joist for stairs < �Qryci Uv M OD E 10 OQ ::, I 1 C:tL o(Zcord Q v l U ci ci IQ U 6 e) CV (`!(17 U Uj 1- to tt „ .... W U� v(zELL Q ~ LL I --2" x 12" Stringer 00 one on each 51de of stairs z W QC 1 W pL ST.LT- C!rCoAte CE L REVIEN1 W Sheet REVILE .1).14 PT ON JOB DATE �MUST BE KE U PLAN!, a\� 1sPEC r10! 1VILL BE HARE. Z W OF S. Q Comm # W 18--91 Scale: 1/2" = 1'-0" W Copyright OC a O U w Fite Copy FIRST FLOOR FLAN First Floor Square Footage First Floor A/C = ­!66 sq. ft. Covered Porch Total = 39 sq. ft. First Floor Total = 805 sq, ft. Second Floor Square Second Floor A/C = Covered Porch Total = Second Floor Total = Footage 430 sq. ft. 1-18 sq. f t. L08 sq. ft. Under Roof Square Footage Breakdown First Floor Total = 805 sq. ft. Second Floor Total = 608 sa. ft. Total Space Under Roof = 1413 sq. ft. A/C Space Breakdown First Floor A/C = %6 sq. ft. Second Floor A/C = 430 sq. ft. Total A/C space = 1196 sq. ft. Total Cubic Volume = 9568 sq. ft. i SECOND FLOOR f=L,4N SCALE 1/4" = 1'-0" SCALE 1/4" = I'-O" ujlndouj Schedule Mark Size Window Description I. 3'-1" x 5'-3" SINGLE HUNG 2. 2'-8" x 4'-2" SINGLE HUNG 3. 3'-1" x 3'-2" SINGLE HUNG 4. 2'-0" x 4'-2" SINGLE HUNG - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. WALL SYMBOL LEGEND �= CBS walls - Fill cells solid with concrete and (1) 45 bar ✓ert. at 4( o.c. for walls up to 10'-0"* high. Space 32" o.c. for wars upp to 15 For walls over 10'-0" a speclal inspection is required byy any li ensec engineer to review and approve the Vert. steel installaf.ion in the fc in the wall cavity and into beam. = 2" x 4" non -bearing stud walls - see sections. Insulate with R-11 batts at bathrooms t between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with R-11 batts at bathrooms t between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with R-19 batts at bathrooms t between A/C and Non -A/C spaces 77 ..... = 2" x 8" bearing stud walls - see sections. Insulate with R-19 baits at bathrooms t between A/C and Non -A/C spaces * top of wall height is clear span of block to bottom of first tructL This applies to the garage area only in this case. Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max each corner face I""nil 8" thru of wall-r of wall-� PT Buck V I"x8" P.T. Buck 2 sides t header Detail at Exterior Doors NTS Exterior face of wall -� FLOOR PL/4N TYPICAL NOTES: SCALE 1/4" = I'-O" Detall I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code, 11, Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12, Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Wall and Ceiling shall have a flame -spread classlficatlon of not greater than 200 per FBC R302.9.1 14. Wall and cell,ng finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 15. All exposed attic insulatlon materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. Ral6 - see permit info box of code edition l6. Gypsum board material shall conform to ASTM C36, C79, C415, C514, C630, C931 C960, C1002, C104q,C1117, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Location Orientation Mambeg Max. spacing fasteners Neil swing options for Thickness Spacing of installation of drgwall into Naha Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" T" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 11/4" long %2 ° annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either 14" 8" 16" Direction 15/44" head OR Ggpsum board nail 0.084" dia. x 5/8" with 9/32" head. Ceding Perpendicular 24" T 12" l3ga 1 5/8" long with 19/44" head OR 0.098" diameter x 13/8" long annular -ringed or dd cooler nail / OR walls Either 14" 8" 16" 0.092" dia. x 11/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1/8" with 19/0" head. Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 4" PT Buck -'-,.l"x4" P.T. Buck at UJlndows 2 sides t header 11. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13l.1 and A13-1.1 18. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 19. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. 20. ALL materials used below base flood elevation must be flood resistant. This is to include all wall coverings In garage and elsewhere if applicable. 21. ALL drawings and written material herein constitute original work of this firm and the same or any part ©thereof MAY NOT be duplicated, disclosed, distributed or used in any manner without written consent of this firm. Any user thereof, without consent, shall be indebted to this firm for full commission. NTS Q U C) m 10 * ructural Igs, � c+l O nN I OD s I a7 12eam `r "r N C I T Ln Oq U Ul C N_ Q) V CN 0 NQ w a rn rn a 0 F~ N CA ;ZZ NNC7^ 0Ej M_y 2 Q oCOO w z w QG y U Z X. 0ON l� W QMo zau uw�a wU a W O v NOW n � 115LP -f' Comm is 18-91 File Vic,, s 52'-2" L 25.51, 10'-II" 1 1'-4" e,_411 / - - - - - - - 16'-8" NAVD F-24 I I I F - - - - - - -1 0 1 F-I6 0 �------- , - V D 4" concrete slab with fibermesh OR 6"x6 410/10 WWM on 4 mil Visque n over F-24S F_ I clean compacted termite treated fill I I F-24S1 I rcoo— u) I No' Q L--' F-2-4 L--'F-24 I I rco� Tankless �' O I F- OW F-I95 WH p Q F-24S F-24-S QO 101 1 1 1010 @ T T T T tD D I 1 1@1109FT-T-TI01 I ICDI I 1 131 1 1 1010 D O OD - - - - - - - - - - - - - - - - - - - - - -L- - - - - - - - - - - - - - - - - - - J - - - - - - - - - - 52'-2" 1 FOUNDATION PLAN FOUNDATION NOTa5-- SCALE: 1/4" = 1'-0" Termite Protection for New I. Any changes to plans must be submitted to the architect Construction as per F.B.C. 1816,l for approval before proceeding with construction. CONTRA TOR TO REFERENCE F.B.C. 2. Contractor shall be responsible for verification of all notation and dimensions BUILDING 1816.1 FOR FURTHER REQUIREMENTS prior to start of construction. Soil treatme t used for subterranean termite prevention 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and inside the foundation perimeter shall be done after all ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to excavation, zoackfilling and compaction is complete. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix min. 4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed If soil area is disturbed after initial chemical soil treatment, by soil borings which shall be provided in writing to this firm by owner/contractor area shall b re -treated with a chemical soil treatment prior to start of any construction. including spa es boxed or framed. S. Verify all recess thickness at shower floors, all floor finishes as selected bj Treatment Trust be in accordance with the rules and laws owner, door sills & thresholds etc.... prior to placing any slabs. established bg the Florida Department of Agriculture and 6. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" consumer services. o.c. max. Provide (1) filled cell on each side of openings up to 5'-'11" wide. Protective leaves around piping penetrating concrete Provide (2) filled cells on each side of openings from 6'-V" to q'-II" slab on grade floors shall not be of cellulose -containing and Provide (3) filled cells on each side of openings from 10 -0 and up materials anc shall have a min. well thickness of 0.010" Contractor to see plans for any other condition used. Foundation walls and shall be sealed within the slab using a non -corrosive shall have filled cells at 24" O.c. unless Otherwise noted (see section) clamping device to eliminate the annular space between 7. Contractor to provide for Form Board Survey - Form Board Survey pipe and sleeve. NO TERMICIDES shall be applied to be provided to Truss Company prior to truss construction inside the sleeve per FBC Plumbing 305.1.2 8, ALL Reinforcing steel sfhafl be grade 40, meeting ASTM A-I6 and A-35 specifications. ALL Anchors to be A-301 steel. II. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 9. Provide a minimum of 3" concrete protection at footings and BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF P g CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 1-1/2" concrete protection at beams for ALL reinforcing bars. PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE 10. Contractor to °/ide the Architect with truss shop drawings including STRUCTURAL FIL IN LOOSE LAYERS OF 12" IN THICKNESS AND ALL truss cut se is showing ALL truss reactions prior to START COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY OF FOUNDATION WORK for strap and footing size verification. PROCTOR VALU Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening T e � NOA/FL NUMBER Product Model # Manufacturer Glass I Attachmen method TEST ExpirationDesign to Date Maximum ofA roved Pressure PP 1. FLU 16111.1 Single Hun g g 8100-SH Impact Custom Windows 5/16" 1/4" dia. tapcons w/ min. 13/8" pen spaced per product approval. Contra min. edge distances specified in Product tration to be for shall adhere to approval + 80.0 PSF - Product ! NOA/FL NUMBER Model # Manufacturer Attachment Method I JEST xptration Date Maximum Design Pressure of Approved Tests Mullions FL# 9520.1 3" Alum. Tube Mullion Custom Windows Install per fastener type and spacings shown in product approval ± 80.0 PSF ROOF _ FLU 11115.1 5V Crimp Metal 24 ga• Southeastern Metals Southeastern Metals 5v Crimp Roofing installed and manufacturer's fastening sche over Polyglass peel and stick underi-ayment sheeting nailed to trusses per nailing atte per approval ule over 19/32" COX n detail on roof pla 1 -93.5 psf Field and perimeter. -180 psf corner Roof Underlayment FL# 5259.1 Pol lass TU Plus yg Pol lass USA, Inc 99 Installed per approval Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on t Concrete block construction pical Soffit STUCCO ON LATH 1/2" thick stucco on 3/8" Hi -Rib lath attached horizontal and vertical wood framing with nails provide no less than 1 3/4" penetration Into wood framing and 3/4" penetration into vertical to or staples to horizontal framing f 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 ) I I li II II II I II II II � II � II c+l II 30" min. Corner Steel La E ntS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conic. Fill To Be 3000 PSI See Floor Plan For Location I I I a I I I o I I I m I m` i rt, m s fn 00 I Q I tt 00 .q- I (Yl Q N tr-m cn � °° m �r 4- N ctl � I I Q Q Q Filled Cells /(Typical) TQ Q 'I- N 0 4 4 1/2"x 4 1/2" 1 Masonry Inspection W t Clean Out Hole O Z Double Filled Cell Column I,L L I L � -1 _ -i;i I I 90° bend from footing q�� NTS Dowel (1) 45 bar -= _-= 48 bar din. lap in wall footing I � 4) w/ 25" min lap and U 0 �q 3 I _V a/ and 6" embed T Masonr Filled Cell Detail Ago O NTS 0 () 6" min. of Icynene LD-C-50 spray foam Insulation on --� bottom of roof sheathing in compliance with [CC-ESR-1824 dated Feb. I, 2018. Install DC 315 Intumescent coating per section 4.3.2 of ICC test noted above to comply •ete Footing metal top plate 5/8" drywall ceiling on truss bottom cord Z 0 U iu to W W va nts 1/2" dr"ywall on 2" x 4 metal studs at 14" ox. Finish to match existing bot track 14" concrete slab with fibermesh OR Typical ba aboard VxV 410/10 WWM on 4 mil Visqueen over � clean compacted termite treated fill Y Interior Non -Bearing Partition Scale: 1/2" = I'-O" Filled Cell Masonry Column With One u5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location with G min. thermal barrier requirements. Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 11115.1 over Polgglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on rocor plan Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 5 at 24"o.c. TYPICAL 181016s. uplift ( shop drawings by manufacturer ) Prefabricated aluminum gutter shop drawinggs byy mfg on Galt' -Alum Tletal drip on 2" x 6" fascia 5/8 drywall with smooth finish 6„ 6„ 12" BI 1/2" dr wall over I" x furring -fyfoil strips at IL" o.c. with R4.2 insulation on typical 8" Block walls Soffit to be two layers of 5/8" thick defireguard X finished painted to I All dr wall Is er FBC 102.3.1 and meet pertainingg match body of house shall all "fT" ASTM co P=_ Mortar to be Type Provide only. Dur-O-Rock at all wet l,{ areas (ex, showers, tubs etc...) Fill cell with concrete and 5/8" thick light textured (1) #5 bar vert. (typical), stucco on typical concrete Max. spacing shall not exceed block construction 32" unless otherwise noted see foundation plan notes for spacing at openings >RS bar vert. w/ 30" overlap 1/2" ex joint expansion p at each filled cell base 4" concrete slab with ribermesh OR board Vx6" 410/10 WWM on 4 mil Visqueen over clean compacted termite treated fill T-8 32° min. ., T � � � � .,IIII LL.L. Grade-IIII 1.•_-� _ IIII ,III I�I=f_ IIIW - n 1=IIII-III ���� ii bend bar to extend min. 32" into slab �� Fill all cells with concrete and III IIII IIII IIII _ pprovide (I) 45 bar vert. at -IIII 24" o.c. max. spacing. Single Filled Cell Column TYF'iC�4L SCTIO>\i NTS PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 1-10 mph ultimate Mean Roof Height: 12'- Roof Pitch: 5:2 Internal Pressure Coefficient: ±0.I8 Subjectabihtg to damage from: Weathering: Negligible Termites: Ver9 Heavu Width of Roof End Zone: 5'-6" Wind Exposure Classification: D Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.6WL Exp Height Ad j Factor: 1.41 x Load Combo Factor 0.4 = 0.882 applied below Components E Cladding Wind Pressure (NET) Roof Zone: 1. +24.54/-42.1 psf Roof Zone: 2. +24.54/-13.4psf Roof Zone: 3. +2L.54/-108.4 psf Components t Cladding Wall End Zone Width: 5'-6" Components 4 Cladding Wind Pressure (NET) Wall Zone: 4. +44.1/-50.0 psf Wall Zone: 5. +46.1/-41.1 psf I I Shear Walls Cofisidered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure.-2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: W OF LE THAN 2:12 PITCH Scale : 1/2" = I'-0" iTrru )OF FROM 2:12 I v 1Y:12 PITCH = Roof Zone I ® = Roof Zone 2 = Corner Zones Walls Zone -+ Walls Zone 5 Roof Zone 3 END ZONE OL w d 00 00 E I 1 0 o00�10 1 I ON" ia c �Q u0iwrr s ' .�. �X._ ly LL i1A Sheet LLI z 3" OF S. Q Comm # W 18--91 /.C.iigrlght 52'-2" / o U IS&SI 1 11.91S SS I / --- / O 6'-8" NAVD F-2- 4S? / A5 O I I F-I6 S I F- 4SI L- - - - - -- / 7'-0" NAVD os S _ S ocr 4" concrete slab with fibermesh OR - - - - - / 6"x6" UIO/10 WWM on 6 mil Visqueen over F-245 4 clean compacted termite treated fill I I I - F-24S1 1 waz r--r--� E I a°� I® I I® I Y t o l F-24 i IF-24 I 1 rcoTankless iiw iW 0 I F I °° F-I6S wH-L-- O O " _ r, -F------------ - - -F--------w _ _ o o �E o o S S 10 0 0 o S o Tic, L- - - - - - - - - - - - - - - - - - - - - 52'-2" - - - FOUNDATION PLAN FOUNDATION NOTES, SCALE: 1/4 I O I. Any changes to plans must be submitted to the architect for approval before 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 3,000 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to out mix min. 4 SOII conditions assumed to be 2500 psf and stable. This shall be confirmed his firm by owner/contractor prior to start of any construction. S. Verify all recess thickness at shower floors, all floor finishes as selected by owner, door 5111S t thresholds etc.... prior to placing any slabs. 6. Contractor to provide filled cell with concrete and I 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wlde. Provide (2) filled cells on each side of openings from 6'-O`' to °I'-ll" and Provide (3) filled cells on each side Of Openings from 10'-0" and up lontractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" O.C. unless otherwise noted (See section) I. 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-307 Steel. `l. 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. J Termite Protection for New Construction as per F.B.C. 181LI 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a non -corrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST Ex iration p Date Maximum Design Pressure of Approved Tests I. FLU 1617�.1 Single Hun g g 8100-SH Impact Custom Windows 5/I(," 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 2. Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Maximum Design Pressure of Approved Tests Mullions FLU 9520.1 3" Alum. Tube Mullion Custom Windows Install per fastener type and spacings shown in product approval ± 80.0 PSF Roof FLU 111�5.1 5V Crimp Metal 24 ga Southeastern Metals Southeastern Metals 5v Crimp Roofing installed per approval over Pol and ass manufacturer's eel ndstickastening underl-a mentdule over 19/32" COX yg p y sheetingnailed to trusses per nailing pattern detail on roof la -93.5 psf Field and perimeter. -180 psf corner p Roof Underlayment FLU 5259.1 i Polyglass TU Plus I Polyglass USA, Inc Installed per approval Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction Soffit STUCCO ON LATH 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 3/4" penetration into vertical framing 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 ) 0 0 N I I I II II 11 II I it II II II II II - E O ------ LL 30" min. orner Steel La E l �OOtI�'I SC 1 g h�dul� Mark Size and Description T-8 Thicken slab edge to 8" x 8" with (1) U5 bar cont. F-16 16"w x 16"d concrete monolithic footing with (2) US rebar continuous and 45 transverse bars at 32" o.c. (bottom) FTG to have step down - see detail F-16S 16"w x 16"d concrete stem wall footing with (2) 45 rebar continuous and 45 transverse bars at 32" o.c. (bottom) F-36 36"w x 36"I x 12"d concrete pad footing with #5 rebar at 8" o.c. each bottom steel, Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI ntS See Floor Plan For Location Double Filled Cell Column NTS Dowel (1) #5 bar w/ 25" min lap and G" embed rete Footing nits metal top plate f 5/8" drywall ceiling on F truss bottom cord J q 1/2" drywall on U 2" x 4' metal studs at 1(" o.c a_ Finish to match existing F w w metal bot track 4" concrete slab with fibermesh OR Typical bad aboard 6"x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Scale: 1/2" = 1'-0" Filled Cell Masonry Column With One US From Footing To Beam. Conic. Fill To Be 3000 PSI See Floor Plan For Location Fined Cells /(Typical) 4 1/2"x 4 1/2" Masonry Inspection jClean Out Hole 0 -90° bend from footing 48 bar dia, lap in wall and rooting Filled Cell Detall U NTS 4" min. of Icynene LD-C-50 spray foam insulation on O bottom of roof sheathing in compliance with ICC-ESR-1824 dated Feb. I, 2018. Install DC 315 Intumeacent coating per section 4.3.2 of ICC test noted above to comply with 15 min, thermal barrier requirements. Southeastern Metals 24 ga Sv Crimp Metal Rooting installed per product approval FLU 11115.1 over Polgglass self adhered roofing underlagment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor aeach trues 12 PRE-ENGINEERED TRUSSES with (1ne x 1 each veils ( 24" o.c.) supporting Max. 5 at 24"o.c. TYPICAL Isolbs. uplift ( shop drawings by manufacturer ) Prefabricated aluminum gutter shop drawinggs byy mfg on Galt' -Alum T1et5 drip on 2" x L" fascia I I I I I I I I I I I I I I I 0 m t I II II - �- �L Tup. 1Iasonr 4 d„ b„ 5/8" drywall with smooth finish 12' BI 1/2" drywall over I" x furring stripe at 14" o.c. with R4.2 fyfoil Soffit to be two layers of 5/8" thick insulation on typical 8" Block walls densglass fireguard X finished painted tom All drywall is per FBC 702.3.1 and match body of house I, , .0- shall meet all pTeyrptaaining Ao SgTM codes. Mortar toni Provide Dur-O-RockMMat all wet areas (ex. showers, tuba etc...> 5/8" thick light textured Fill cell with concrete and (1) #5 bar vert. (typical). stucco on typical concrete block construction Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes For spacing at openings 45 bar vert. w/ 30" overlap 1/2" expansion joint at each filled cell base 4" concrete slab with fibermesh OR board L"xb" #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill T-8 32" min Grade L1= 161 =117- =1 r17= 1' 'I IIII- IIII -n -111j-,illlllll F'16S Single Filled Cell COIUmn T Y F I C,4 L SECTION NTS PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy 11 Wind Speed: I�mph ultimate Mean Roof Height: 12'- Roof Pitch: 5:12 Internal Pressure Coe iclent: ±0.I8 Subjectability to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 5'-6" Wind Exposure Classification: D Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE -1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+O.LWL Exp Height Adj Factor: 1• _1 x Load Combo Factor 0.4 = 0.882 applied below Components t Cladding Wind Pressure (NET) Roof Zone: I. +26.54/-42.1 psf Roof Zone: 2. +26.54/--13Apsf Roof Zone: 3. +26.54/-108.4 oaf Components t Cladding Wall End Zone Width: 5'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +46.1/-50.0 psf Wall Zone: 5. +46.1/-61.� psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: bend bar to extend min. 32" into slab Fill all cells with concrete and Provide (l) #5 bar vert. at 24" o.c. max. spacing. )F OF LESS i mAm t:ia PITCH Scale : 1/2" = 1'-0" TO L120PITCH GABLE ROOF FROM 2:12 TO 12:12 PITCH E:l = Roof Zone I ®= Roof Zone 2 = Corner Zones Walls Zone 4 Walls Zone 5 Roof Zone 3 END ZONE m w s i 0 I V- 06.4- I O� m I L T� � � I V- N I I U) Q T o U ul C O _N c V a ° �2 m U IV m v �O Q `Oo dp 00 E O Q (L o ono ono 03 u �NN m 1a muNN�a Q3 U- X �� E ELL �4 111 L0 ul Z m rn Q- Sheet U Z Ul O<5. Q Comm # 10,E ebb - g l right ©� SECOND FLOOR FRA>IING TYPICAL NOTES: Scale: 1/'4" = 1'-0" ALL Plywood sub -flooring to be saturated w/ Thompson's water seal immediately after Installation for leak protection. - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Provide fire stop blocking at all floor trusses dividing the floor area into 500 sq. f t. (Max.) spaces HETA 20 B2 B2 Southeaster tals 24 ga 5v Crimp Metal Roofing installe per product proval FL# IIIl5.1 over Polgglass self adhere, roofing under) ment over 191/32" COX plywood attached/ to trusses per Nqheeting attachment diagram on roof plan RIME 52 unite- = 0 174 ROOF PLAN STRAPPING SCHEDULE HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) lod x 1/2" nails. L110 B2 � Li0 ROOF PLAN TYPICAL ROOF NOTES: Scale 1/4" = I'-011 - Overhangs shall be 1'-0" unless otherwise noted on this sheet - Roof pitch Shall be 5:12 unless Otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan Shall be Submitted to the architect for approval in writing prior to Starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction - Contractor to provide the Architect with truss shop drawings Including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION UJORK for Strap and footing size verification. - TRUSS DEFLECTION SHALL NOT EXCEED 0.511 ON ANY TRUSS. I" x 4" PT Imi I5" prefabncata aluminum gutter CV 131 Scale 1/4" = I'-0'1 STRAPPING SCHEDULE HTS 2 HTS 20 Simpson HTS 20 hurricane anchor at each truss (24" o.c.) supporting Max, 1,450 lbs. uplift w/ (24) IOd x 1.5" nails TRUSS BRACING NOTES SEAS SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and (1) 45 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar per lintel schedule continuous over openings. 82 811 x 1211 concrete tie beam with (.4) #5 bars cont. over clear spans, provide #3 ties at 811 o.c, max. spacing Contractor to brace all top and bottom c or s fly d n 1loo� and roor trusses in the following manner: - Install first row of trues bracing 36' from exterior walls and spaces 12' o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12' in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. Isses spaced per truss wractures plans wcal splice tech bracing to truss chord mg (2) IOd nails in all ations x 4" wood bracing Zero Lot Line Overhang Scale : I" = I'—o" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on ppressure for roof stated in permit info box on these pians for zone 3 Kegl Area Ede Field Fastener Pressure Zone I 6 6 Sd ring shank 45 psf Zone 2 8d ring shank % psf �,Zone 3 411 8d ring shank 84 psf /** Zone 3a 6" 611 1*8 wood screw 112.5 psf r* Use nails or screws based on pres ure for roof stated in permit info box on these plans ?or zone 3 Additional Precast Lintel a5 bars Lintel Bar Clear "A" CLEAR Length Length Span Bars Bars 2,tt3 none CLEAR Bf8-015/IT BF8-I5/IT BFB-I5/2T 3'-4" 2 2,93 none 4'-0" 3'-10" 2'-8" 2,43 none Additional .,. 45 bars ILEA =! 4'-L" 4'-41, 3'-21, 2,43 none no Row of "H" ;:. t.{ 5'-2" 2,43 none Blxk Above 2,tt4 none r ' 1 Precast Lintel a 2,44 none CLEA ----J #d 5bar."---'-J 4'-2" 2,45 none BFIL-IB/IT BfIL-ID/2T NOTES: T-10" T-0" 2A5 none I. min. coverage of steal=l.5" 2. min. bearing required a ee. and=8" ALL reinforcing steel Is grade 40. 3. standard for reinf. stee1=A5TM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window D Raw& of "H" Max. Max. Max. Mark or Unit Lintel Cast -Crate Block Above Bottom Top Gravity Load Uplit Load Lateral Load Wit Size S ecd,cat,on Steel See Steel size (PLF) (PLF) (PLF) L22 2'-2' 3'-L" 8FB-O/I u6 30L9 160 1024 L31 2-0 4'-0" BT 8f8-O/I us 2541 13L3 113T-8' L45 4-5' S-10' BB-ols/IT FBB e6 II06 909 339 L50 6-0' c-L'BF-o/IT e6 1238 $35 121BT L60 L'-8' 1'-L' 8FB-06/IT 1 u5 1011 l21 634 - 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 OPENINGCSI� ADJUST`LLINTELSLACCORDINGLDY S AOND PRIOR TO ORDERING ANY/ALL LINTELS s II Q U 0 I- �V c)T m ono v� L 0 (L m a, O 00 (f) N C OD 03 E 3 I I OQ p O in Op Cd Q o6 c to C,4 Cam! 0 U�rr as6- 4j R E LL 4 ~ u- I vw 4' 4J L � Z � W QL 4 0 1L LLI Sheet\ Z p I. 111 Q OF 5. Omm # to I � 1L Copyright