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HomeMy WebLinkAboutBuilding Plansaocvo� OF 26'-8" N.A. TOP OF W, FLOOR Extreme Metals 2L ga Metal Roofing installed per product approval FLtt 11022.5 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 SLOPE 1,4 I. I. ---------------------------- ---------------------------- 5/8" thick light textured stucco on typical concrete block construction III I_I I_I I_I I_I I�I FAO 7 ELEVATION Extre a Mejo Is 26 a Me I Ro per p ductprov FLtt 1022n t over /32" r ssfiae mg at achme mziEac- �I SCALE: 1/4" = 1'-0" El ---------------------------------------------------------- ---------------------------------------------------------- I. 2. 5/8" thick light textured stucco on typical concrete block construction 2 Extreme Metals 26 pa Metal Roofing installed per product approval FLtt 1'1022.5 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan O F ___________-E/-a" tfi.l—IIQhtL—t-(Lxture_d--- stucco on typical concrete block construction 12 SLOPE 1 4 o n3 Q � N I ao � c � o T N r � 24" ao a1 O.H. N T I 0 a (V N N � tN I u) Q O U r z 0 O I I ty co r ! T cV tV a 0 _ a a fQ u Qro Q ) n U RE4R ELE\/AT10N _ SCALE: I/4" = I'-O" O Ex ems tale $ A tal offing stalle per produc a all all FL Il0 .5 o r Pol lase If adh red (� roo i g un rhyme t ova 19/3 CD plyw d attached to russes er sh ttachffent diagram o, roof plan I l LEFT EL \/,470N 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" a�— 0'��6 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC '3 File COPY SHEET NO: OF 1. JOB NUMBER: 19-135 y, 0. AR 97I0 RIGHT ELEVATION SCALE: 1/4" = I'-O" 25''_0" First Floor Square Footage 12'-6° 12 6 First Floor A/C = 1296 sq. ft. - ° Covered Front Porch = �6 sq. ft. 7'-lo" �'-2 IT-6° 2 F,' a 4 O Covered Rear Porch = 150 sq. ft. TT TTTOTT TTTTTo Garage = �94 sq. ft. To oT Too �- -- -- TOT TT 1 N T T © First Floor Total = 2206 sq. ft. ° °© •T o T u, Second Floor Square Footage `" 0 T «5 Second Floor A/C = 1995 sq. ft. 0 0 ° COINING 0 Covered Porch Total = 150 sq. ft. 0 0 IN OD � Ln Second Floor Total - 2145 sq. ft. at O a- Ch C o Under Roof Square Footage Breakdown O T a110 `,' Ax © o " T First Floor Total = 220/ sq. ft. T o oT T To Second Floor Total = 2145 scq. ft. To To TT TT a n Total Space Under Roof = 4351 s ft. MASTER o o " Q Q T p q• = v O ° o = BEDROOM my °U A/C Space Breakdown Ln T r- z p W First Floor A/C = 1296 s ft. ,� �, O - q , MASTER I O _ OD Second Floor A/C = 1995 sq. ft. w SITTING i N 64 W - o r ,© Total A/C space = 3291 sq. ft. W ° 1 T N64 T o O O Q rV o T DWI U I o _ = KITCHEN I GREAT T I T � ROOM I cO . � REP I T 14'-0" FANTRYo ° q 0 ;- o LALn 0 O /C K o J /c HO GARAGE +a"n in _ arage 9 ' 0 i N _ I 0 T n ----- ----- I T T O I Contractor to:provideflood ants in O I garage doors, for 254 aq. coverage. j I 1 I I I 1 T i I I I L TOTS G^�� zis I I 13 ([� - - 2'-4" p,_p, G 2'_4„ 2'-2" 10 -O`I 2'-2" NE 14' 40'-0" Designed per 322.2.2.1 Provide Flood Flaps FL# 11381.1 FengineeredFlood vent -installed per manufacturers recomendatione. FLOOR vent = 220 sq. ft. of coverage O TYPICAL NOTES: arage = , sq. Ft. S 4 vents reg9reSCALE 1/4 = 1 —0 wall vents = 44o a ft of coverage I. Contractor to verify ALL notes and dimensions prior to 2 door vents = 254 sq ft of coverage p Vents to be 8" above garage floor proceeding with Work. Provide L20 lintel above vents 2 Contractor to STRICTLY enforce ALL OSHA Requirements. 0 T ry a ofn p C) FRONT FRONT I I QO Q r Q r LOAD LOAD �.% T �'-2" WASHER gRYER MASTER O I p A D ,(0 I CLOSE o I U MQAST_j'ER O. 1 i ° i EN LOu$ Re LJ A H p — HU O 9'-8° 12'-2"31-41, o CD — ° O Q > ELEV `n (� 13' 10" T oD o LOFT ° BA H LO L ao O L — 101-01, L 8' O" 3 1L LO O ° U v -� to 6 DEN 1 v • � �► v o I BEDROOM O 2 I `"_ BEDROOM < t� m oT o a Solo O-la�w o0 O I O ° Z " O > Ln m O l w I • _ �" �, Ln cp � p 21 8" O 10'-4" 2 12 EGRESS p i0 4 Q a) QDD s U Q M ap # p EGRESS T (Dp I Z (`I ci Cr I �I 11J rl-aO -81, 3'-40'-93-1 q (C tll m K3 L 40'-0" i� cf? F 193 to 1 a REVIEWED FOR � <r -3 SECOND FL•O R f=LAN COPE SCALE 1/4" _ I'SI; LUCIE COUNTY BOCC �- Attach window Ito block wall with 1/4" dia. x 3" tap -cons with min. Attach door to block wall with 7 1 1/2" penetration at 12" o.c. max 1/4" dia. x 3" tap -cons with min. rn =7'o? 3. ALL Lumber to be used as Beam, Rafters, etc... to have 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant and L" o.c. ma from each corner thru I I/2" penetration at 12" o.c. max s_ a minimum 1,400 P.S.I. fiber stress. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I x 4" PT B ck and b" o.c. max from each corner thru r�1 materials exposed on the underside of the roof deck or on the attic walls shall comply Exterior face of wall face I" x 8" PT Buck fD 4. No dissimilar metals to touch. p p y of wan of wall S. ALL Concrete used for slabs shall be 2500 PSI concrete, and with P.B.C. Residential Section R314 - see permit info box of code edition ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 18. G psum board material shall conform to AST11 C36, C-fq, C415, C514, C630, C`131 varies earl SHEET NO: shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix C'i6O, C1002, C1041,C11-11, C1118, C1218, C1395, or C1396 and shall be installed File C�" L. Drywall at ceilings shall be leveled and attached to bottom chord according to the following: t 2 of trusses with screws. Dr wall Framing Max. spacing 9 Location OnentaUon P 9 Nod sizing options for Thickness Member of fasteners D t a l l a t UJ l n d ow s "x'� 1. ALL wood in contact with concrete shall be pressure treated. spacing framing mem � 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Maximum Nails Screws 2" x ithickness gers'nto 2 g" P.T. Buck I"x8" P.T. Buck ides E header 2 sides E header O F � 9. ALL plumbing fixtures to be low flow. oe,l,ny Perpendicular 24" l" 12° 13 a 13/B'OIRon with 19/44 head Detail at Exterior Doors JOB NUMBER: 10, Contractor to Provide Drain at Water heater in accordance 0.098" diameter x 1 1/4" long I TS with the Florida Plumbing Code 2001 edition. /2 annular -ringed or Sd cooler nod NTCJ 11. Contractor to Provide a 2'-8" wide door at one bathroom for walls Ether 16° 8„ lb„ 0.080" dia. 1 5/8" long with 19. ALL ceramic tile surfaces installed shall conform to STM A108.1 thru A108.4, Direction 15/44" head A108.1 AllB.l A118.3, A136.1 and A131.1 handicap accessibility requirements. OR C� 12. Lowest finished floor to be set by Governing Building Department Ggpsum board nail o.OU" dia. 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM 15/e with 9/32" head. y °°•� surveyor to set in field. x C1288 C1325,.OR C1118 and Installed I.A.W. manufacturers recommendations shall r�r' 13. Separation between residence and garage shall be per PBC R309.1 and R309.2 Ceding Perpendicular 24' �" l2" 13ga 15/8'ORng with 19/64" head be used as backer for the wall the in tub areas anc wall panels in shower areas. ao��Fy °' 0.098" diameter x 1 3/8" long ° ° 14, Door between garage and residence shall be 1-3/4" solid wood, steel, or Masonite. annular -ran ed or bd tooter nod 21. Insulation including facings such as retarders or vapor permeable members installed 5 Rreer 1G° 8' 16 I/ " sad g shall have a flamspread IMdex not to exceed 25wall, crawl spaces and attics Apo "Rs70 annular-ringed within floor-ceilingassemblies roof -ceiling assemblies, Water Heater 1n Pan with Dram wane 1�� 0.092° dia. x 1 7/e" ion with with an accompanylng smoke �o�°°°° °, •• 4 h OR developed index not to egeed 450 when tested in accordance with ASTM E 84. 15, Wall and Ceiling shall have a flame spread classificationNof not greater than +200dcn G4peum^board nail 0;0915" dia. Insulation shall comply withF.B.C. R316. Window Schedule d Mark Size Window Description I. 3'-1" x 5'-3" SINGLE HUNG - EGRESS 2. 4'-5" x 5'-3" SINGLE HUNG - EGRESS 3, 2'-2" x 2'-2" SINGLE HUNG 4. 8'-O" x 5'-3" PICTURE WINDOW S. 3'-1" x 4'-0" CASEMENT - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify ail masonry/rough opening sizes prior to ordering Door Schedule Mark Size Door Description A 4'-b" X 8'-O" ENTRY DOOR W/ SIDELITE B 3'-0" X 6'-8" FOAM FILLED FIBERGLASS b PANEL C 12'-O" X 8'-0" SLIDING GLASS DOOR D 8'-0" X b'-8" SLIDING GLASS DOOR E b'-O" X b'-8" SLIDING GLASS DOOR F 5'-O" X 8'-0" SLIDING GLASS DOOR G 10'-0" X 8'-0" GARAGE DOOR H 2'-8" X 4'-8" 20 MIN FIRE DOOR J 3'-0" X b'-8" ELEVATOR DOOR K 3'-0" X 4'-8" SOLID CORE - WOOD L 2'-e" X b'-8" SOLID CORE - WOQD M 2'-4" X b'-8" SOLID CORE - WOOD N 1'-4" X 4'-8" SOLID CORE - WOOD P (2) 2'-V X b'-8" SOLID CORE - WOOD R (2) 3'-0" X b'-8" SOLID CORE - WOOD - BARN DOOR S 2'-b" X b'-8" SOLID CORE - WOOD - POCKET DOOR T (2) 2'-O" X C-8" SOLID CORE - WOOD - BI FOLD U (2) I'-b" X C-8" SOLID CORE - WOOD - BI FOLD - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. See product approval chart on these plans for exterior door manufacturer information (including garage door) - Provide one exit door (swing type) that 15 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has gglazing then it must be impact resistant and shall NOT be thru garage. This may be the same door If it meets both criteria listed above. ,m 90' -0" 0 — — — — — — — — — — ao a o 0 0 oal3oo© o 0 0 0 0 0 000000 _ _ _ _ — — — — — — — — — — — — — — — — — — — — o ---- o — — — F-24S « F-24S I I I I o I I F-24S I I F-14 I I - I I I I I. I I o I I I I --— — — — — —— 000l I Q 00 I ---- p-16 __ o —— — -J F-24S I 0 I I -I, I F I Dw I I I o I Ln I � IF-24S I I I I I I l o l REP I C I ICI I°i b I°I ----- F--————-— — — — —-o '' E ao o © o 0 PC 7tIng Sc��dul� Mark Size and 1-Description T-8 Thicken slab edge to 8" x 8" with (1) #5 bar coot. -16 1611w x W'd concrete monolithic footing with (2) #5 rebar continuous and #5 transverse bars at 32" o.c. (bottom) FTG to have step down - see detail F-16S 1611w x W'd concrete stem wall footing with (2) 45 rebar continuous and U5 transverse bars at 32" o.c. (bottom) F-24 24"w x 241 x W'd concrete pad footing with 45 rebar at 8" o.c. each bottom steel F-243 241w x W'd concrete stem wall footing with (3) #5 rebar continuous and #5 transverse bars at 32" o.c. (bottom) F_36 36"w x 36"1 x 14"d concrete pad footing with u5 rebar at 8" O.C. each bottom steel Termite Protection for New Construction as per F.B.C. 181L1 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 o0 0 0 o fl _ I 1®--- A/C I I I I I I o I o I F-24 I o I I I I A/C I I I o tt5 bar vert. w/ i m I I 30" overlap -, I p I F-248 I o I Ha Hu g in arage I p I bend bar to extend min. 32" into slab F-24S I 1 4" concrete slab with fibermesh OR T-8, I IF-24S I i 6"x6" #10/10 WWM on ( mil Visqueen over p I I I clean compacted termite treated fill expansion Jo` I I I I I o I I F-24 I I o I l o l I 1---- F-16--d I I I o 0ol I g)l 1@1 1 1 o 0 0o i r ——— — — — — — � I I I I F-24S I I IoI r———— — — — — — —— — —Jol o IoI I t 0 0©0 0 0 0 I I F-2�5 I o F-24S ©oo — — -— — — — — — — — — — O I p � — — — — — — — — J © L — — — — — — — — — — — I r u 40'-O" FOIUNQ ATION PLAN SCALE: 1/4" = I'-O° #5 bars 9 12" o.c. vertical FOUNDATION NOTES: (2) #5 bars horizontal 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 II+I—III _ prior to start of construction. 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and Expansion Joint =IIII=III 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 min. —III-II 4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed IIII=IIII- by soil borings which shall be provided in writing to this firm by owner/contractor _ prior to start of any construction. 5. Verify all recess thickness at shower floors, all floor finishes as selected by IIII—I I - owner, door sills & thresholds etc..., prior to placing any slabs. H1111_1I 6. Contractor to provide filled cell with concrete and I #5 bar vent. at 48" o.c. max. Provide "(1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-O" 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) 7. 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 40, 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 I"or strap and footing size verification. Fill cell with concrete and (1) tt5 bar vert. (tgpical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for i/2" a ansion joint spacing at openings ypicai aseboar 32" 4" concrete slab with fibermesh OR 6"x6" u10/10 WWM on 6 mil Visqueen over min. clean compacted termite treated fill bar to extend min. 32" Into slab Fill all cells with concrete and provide (1) #6 bar vert. at 24" o.c. max. spacing. 1i11111jIIIIIIIIII11111MI 111(I _-,F-24S TYPICAL SECTION AT GARAGE One layer of 5/8" Type "X" drtgwall on both sides of 2" X 4" Studs at 14' o.c. with 2" X 4" PT Bottom plate and Simpson SP4 t each stud to plate connec ion and 1/2" dia. anchor bolt w/ 2washers at plate to concrete con a tion .o cont 4"x4"x3/8" w/ 1/2"o x T' per manuf. wedge anchors specs #5 bars s 12" o.c. vertical (2) #5 bars horizontal o'. Cont. 2x4 Shear Key W/ Waterstop n b = Expansion Joint Typ.All Sides III=IIII- a erproo _ Membrane Tgp 1 II1=1 change to r All Around7. II II i l l l l l l l l=1 I I I=11 I =1 I I I=1 I I I=1 I I I I I Li I -2 Concrete Footing Reinforced with #5 rebar at 8" o.c, top and bottom each way DETAIL AT ELEVATOR PIT Scale 1/2" = 1'-0" 0 Electrical controller can be located remotely within 50' Recessed light White ceiling panel ne, wood veneer, Inset veneer or raised panel wood walls Interlocking wall system M Modular rail system Two 1*60 roller chat Floor selector magnet assembl Counterweights 115 and 230 volt auxiliary disconnects Frequency controlled variable speed geared machine with counterweighted chain drive peratmg panel 8 Ali:i "Handrail Plywood floor with removable Insert for 3/4" thick finished floor Wirin raceway for Interlocks and hall stations Contractor shall leave 12" deep elevator pit - see foundation plan 0 w v c a - I q N N I ODC � o T r- a > to v I I � n N N —. � cr u7 Q p U z u, - a O 00 O (.,4 c 1 O I N m I (I OD N r I (V (V ac q cr a J7 x I a � Q a Aron so � U WX 11 Q NTS Typical Solid Core Door Verify Size w/ Door Schedule (V Q_wW �o 2"X4" Rail Supports Z Z Z W a U Q > LO — d 00OD Q [L - LEVAT o ^ (2) 2"X12' Rail Supports (detail by r, REVIEWED FO N C: f- of rs) r CODE COMPLIAN ) W OU 2"x4" Rail ST. LUCIE COUN 3 F- Supports K `^ BOCK = W I., it in �- U_ u r . ` N QL (2) 2"X12" Rail r �t fo Supports File Co -- v7 2"X4" Rail I6" " Studs 2"X4 rts at Rail Support Tapconed suppoB f to Block Wall with 1/2 dia. x b' long Red Head LOT Anchor at 14" o.c. DETAIL AT ELEVATCR FRAMING SHE>=T NO: — Scale 1/2" = 1'-0" TYP. ELEVATOR NOTES : a I. Elevator to be Luxury Lift 950 Hydraulic Home Elevator by Residential Elevators Inc. OF "1. 2. ALL Rail Brackets and hardware to be installed by elevator manufacturer JOB NUMBER: 3. Contractor to provide ALL Required Electrical per manufacturer's specs, for elevator and machine room 4. Elevator manufacturer to provide ALL necessary details and specifications to contractor prior to construction o : Off® ®uF,� . . =o _ AR 9770 !U00IQ 011101's 911 IIIIIII lipmQ M BI BI L115 BI L50 BI = • I■'■I1 ail eI: 1, .,l1,101�liillllI IIIIIIIIIIIIIIIINN MR BI L50 n_1I® 11 00 LI flll,�V,� SECOND FLCCF, FR/4n4ra TYPICAL NOTES: Scale: 1/4" = I'-O" ALL Plywood sub -flooring to be Sat ur°Lated 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 uplif verification Provide fire stop blocking at all floor trusses dividing the floor area into 500 sq. f t. (Max.) sp T i 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. B2 1 (2) 2" x 12" SYP 42 Wood Beam B3 8" x 12" concrete tie beam with (,4) #5 bars cont. over clear spans, provide #3 ties at 8" o.c. max. spacing LEDGE R Sc�IEDuL Mark Size and Description (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia. LGI expansion anchors at 24" o.c. staggered with min. 6 embedment into wall LC�2 (2) 2" x 8" PT ledgger bolted to wall with (2) 1/4$1 x 5 1/�4 tapcons at 12 o.c. max staggered. 49 diamond plate #9 diamond plate - SEE TYPICAL WALL SECTIONS +J to O W I OD O 3" x 3" x 1/4" aluminum angles `� a- ~ 1 '� stainless steel bolts r 1 � w w ELEVATION 1 d to 3" x 3" x 1/4" aluminum angles ib a a PLAN 6 1 N A/C Compressor Bracket Plan view O m SCALE 1/2" _ I'-O" A/C Compressor Bracket Detail v z ,! SCALE 1/2" = I'-O" O Typical Flooring on 3/4" COX plywood sub -flooring o_ 1 1 1 screwed and glued to floor trusses. ALL lgwood a n 1 See typical section sub -flooring to be saturated with Thompson 4 r for wall finish notes water seal immediately after Installation for leak protection W base board Provide Simpson H2.5 strap a at each floor joist to ledger connection B joCr -0 0 � a �m I6" deep Top Chord BearingC) floor trusses at 24" O.C. tyical o'- U 0 1 R-30 Batts Insulation 5/8" Drywall Ledger LGI see ledger schedule 1 Beam Blsee beam schedule I m Floor Truss to Slock LJall /4ttac�ment Detall o PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: bth Edition and ASCE I-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Speed: Il0 mph ultimate Mean Roof Height:__2�'-�" Roof Pitch; 4.12 Internal Pressure Coefficient: to-I8 0,win Subjectabdity to damage from. Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 5'-4" Wind Exposure Classification: D Adjustment factor for 'Exposure Height Using Allowable Stress Design and FLAT ROOF 2:12 :ITCH Load Combination per ASCE 1-10 Section 2.4 DL+LL-, DL+O.LWL; 0.6DL+0.6WL Exp Height Adj Factor: 1•41 x Load Combo Factor 0.4 = 0.882 applied below Components t Cladding Wind Pressure (NET) Roof Zone: I. +24.54/-42.1 psf Roof Zone: 2. +24.54/-13.4psf Roof Zone: 3. +2L.54/-108A psf Components t Cladding Wall End Zone Width: 5'-6" ?�G�AOF Components t Cladding Wind Pressure (NET) Wall Zone: 4.+44.1/-So.o psf Wall Zone: psf 5. +4G.1/-Ll.l Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes LESSPGAB�LEOF FROM Are Components an Cladding Detail Provided? Yes THAN 2:12 PITCH 2:12 TO 12:12 PITCH Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Teat: psi This Building Shall Have the Following: C] = Roof Zone I = Roof Zone 2 = Corner Zones APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: walls Zone 4 Walls Zone 5 Roof Zone 3 END ZONE Product Approval Submittal Affidavit O enin Schedule Swing Doors, Overhead Doors, Slid Doors, Windows & Sk lights Opening Type NOA FL NUMBER Product Model # Manufacturer Glass Attachment method TEST Eaperation t Maximum ofeApproved Pressure I, FLU 239.4 Single Hung SH-100 Impact PGT 5/I6" 1/4" dia. tapcons w/ min. 1 3/8" penetra spaced per product approval. Contractor min. edge distance& specified in Product a ion to be shell be to proval + 80.0 PSF - 2. FL# 251.E Sliding Glass Door Series 110 SGD PGT 1" MOM Type GSA 1/4" dia. tapcons w/ min. 1 3/4" panetrati;on spaced per product approval. Contractor mm. 2 1/2" edge distances specified m Pr to be shall adhere to duct approval + 60.0 PSF _ 3• FLU 243.4 Fixed Glass PW-l01 Impact PGT -1/16" 1/4" die. tapcons w/ mm. 1 1/4" penetrate to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 4. FL# 8248.13 Steel Overhead Garage Door 8100 Series Raised Panel Wayne Dalton (9) manufacturer supplied jamb brackets attached to each jamb with 5/16 x I - 5/8'.lag screw at each jamb bracket. 1/4 - 20 x 9/IV track bolt and 1/4 - 20 Hex nut at each Spacima pgr product abproval, + 46.0/-52 PSF 5• FL# 589L2 i erg ass door Smooth star Therms-Tru I/4" dia. x 3' tapcons w/ min. I I/2" penetration &paced 14" max o.c., 6" from corner + 0.0 PSF Product _ NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Maximum Design Pressure of Approved Tests Roof FL# 11022.5 1.0 Nail Strip 26 ga. steel I6" wide roof panel Standing Seam Extreme Metal Fabricators, LLC Roofing installed with min. fastener spacing as follows: Zone Ul t #2 - Max spacing = 12" o.c. with 49 x 1 wood screw to penetrate 3/16" min. thru deck with Max row spacing = 14" o.c. Zone #3 - Max spacing = 12" o.c. with #10 x 1 1/2" wood screw to penetrate 3/I6" min/ thru deck with Max row spacing = 6' o.c. over peel and stick /2" Hex -Washer Hex -Washer underlagment -84 psf Field and perimeter. -228 psf corner FLU 2533J FLINTASTIC MODIFIED BITUMEN CERTAINTEED Installed per product approval using s etem W-44 in c p p pP g y W-42 in perimeter zones, and W-39 in field over 19/ sheeting nailed to trusses per nailing pattern detail on rner 2" COX roof plan -45.0 psf zone I -40.0 psf zone 2 -105.0 psf zone 3 Roof Underlayment FLU -5259.1 Polgatick TU Plus Polyglass USA, Inc Direct bond to deck in compliance with ASTM 041 Siding STUCCO ON BLOCK 6/8" Thick light textured stucco on typical Concrete block construction STUCCO ON STUDS 1/8" thick light textured stucco installed per ASTM C 929 D type 2 paper backed wire loth nailed to substrate through ASTM D Type 2 felt paper using 8d nails. Substrate to be Plywd nailed at 6" o.c. in field and edges with IOd ring shank Over ASTM one layer of 19/32" CDX nails into studs. Soffit FIREGUARD Soffit to be two layers of 5/8" thick densglasp finished paintdd to match bodg of house fireguard X ALL Product Testing by: Miami -Dade County Budding Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. Architect or Engineer of Record nts REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCK File COPY > O ' 3 V � U 0 O L0 0 > _ Ln r 0� Q U — � -trd- Q 1 0) W Q cv t~1 Q- W w o O Ua 7:3 v O zw")mU o JQ a0lo QD ,-- Q (- 1- r r � Q I z 6N v # Qi 0 O r r v ~ ul X ni _1 U LL vi UL 4 N W°'so Q ,., � N Q) U SHEET NO: .4. OF 1. JOB NUMBER: oQ... �pp� ......... : ° ; �pgyiEl R. BRAID,,- ®f °O o AR 9770 �o' MA31M ROOF: SHEETING ATTACHMENT D'ETAiL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" BI 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on Aressure for roof stated in permit info box on these plans for zone 3 BI L501.1 3"1W Certainteed Modified Bitumen Roofing installed per product a roval FLU 2533 I "sin s stem W-44 in corner zones BI L31 BI m perime er zones n — in le o er COX plywood attached to trusses per sheeting attachment BI L24 BI Extreme Metals 24 Pa Metal Roofing installed o per product approval FL# 11022.5 over Polyglass self adhered BI N roofing underle ment over 19/32" COX pl wood attached plan BI L24 Bi 0 N BI 1— BI BI LL31 BI L31 H TA 20 o BI BI ,r N BI L31 ELL/Q BI z 151 11 11 L31 BI r'H TA 20 TA 2 RGCf= FL/4N TYPICAL ROOF NOTES: Scale 1/4" = I'-O" - Overhangs shall be 2'-0" unless otherwise noted on this sheet - Roof pitch shall be (a: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 S ART OF FOUNDATION WORK For strap and footing size verification. - TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. Keu Area Edge Field Fastener Pre Max. Zone I 6" 6" Sd ring shank 45 psf Zone 2 4" 6" Sd ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf, ** Use nails or screws based on presrure for roof stated in permit info box on these plans for zone 3 TRUSS BRACING NOTES Contractor to brace all top and bottom chords in floor and roof trusses in the following manner: - install first row of truss 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. sees spaced per truss ufactures plans 'Ical splice tech bracing to truss chord ig (2) IOd nails in all ations x 4' wood bracing STRAPPING SCHEDULE HETA 20 HETA 20 5IMP80N HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) 10d x 1 1/2" nails. Additional tt5 bars Lintel Bar Clear "A" "B" Precast Lintel Length Length Span Bars Bars 2'-10" 2'-8" 1'-4" 2,43 none 3'-4" 3'-4" 2'-2" 2.93 none 8F8-OBAT 4'-0" 3'-10" T-8" 2,43 none Additional a5 bars 4'-L" 4'-4" 3'-2" 2.tt3 none ..� • 1r'tOve�e ; x:> !" One Rau of Beam 5'-4" 5'-2" 4'-0. 2,a3 none Black Above '• 1•: 5'-10". 5'-81, 9'-L" 2,a4 none PreeasL Lintel `�%'.�: r 2.44 none R. itt 1'-4" 1'-0" 4'-2" 2,45 none 8 evil ----" a5�bars BFIL-IB/IT 8F16-IB/2T NOTES: 8'-4" 1'-10" 1'-O" 2,tt5 1 none I. MIN. COVERAGE OF STEEL a 1.5" 2. MIN. BEARING REQUIRED a EA. END - 4" 3. STANDARD FOR REINF. STEEL . ASTM A4I5 GRADE LO ALL reinforcing steel is grade 60. TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Pro_ owe Max. Max Max Mark Unite Lintel Cast -Crate Stressed BM Block Bottom Top Loadvrty Load Lateral WidthSiza Specification Steel Sim Steel Six* (PLF) (PLP) (PLF) L20 2'- F.' 2'-10' 88-OBAT NO2'- I a5 3069 159 I642 L31 2'-L' V-9' 8F8-OBAT NO — 1 a5 2561 1363 1L3 2 _a" 3'-1" L45 I 4'-6" 5'-1' 8F8-OBAT NO — 1 a5 1349 IOIL 411 L50 V-0" 5'-8" 8F8-OBAT NO — 1 45 1105 909 334 L60 6'-8. V-8" 8F8-OBAT NO — 1 a5 1011 121 534 L10 T-O" 1'-0' 8F8-OBAT NO — I a5 1 1011 121 534 L80 8'-0" 8'-8' 8F8-OB/IT NO — I a5 1 499 591 512 L90 T-O' T-8" are-OBAT NO — I a5 636 630 401 WOO 10'-0' 10'-8" 8F8-OISAT NO — I a6 1 582 414 452 - 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 13'-11" LONG ARE TO BE PRESTRESSED. OPENING SIZES AND ADJUSTLLINTELSLACCORD NGLYY PRIOR TO ORDERING ANY/ALL LINTELS metal top plate 5/8" drywall ceiling on truss bottom cord Z 0 1- U LU a) 1/2" drywall on Q 2" x 4 metal studs at IL" o.c. IL Finish to match existing w w metal sot track r ncrete slab with fibermesh OR Typical baseboard L"xV 1110/10 WWM on L and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Scale: 1/2" = I'—o" I Fln. I 1i II II I I I I i Floor 0 i � N N I ao c r I a W > Ln v T � I c � a N 07 N N � � m � w Q O I r N Z En C-4 O OO N N oT N — m I N 'V- — N t I C4 (x Y Cl T a �°i (V `J I ior � Q s 0 U ;m 1� 0 Dowel lU 45 bar w/ 25" min lap <+— and 6" embed yI U 0 pox yy Cont. Concrete Footing r 0 Af& ( ) MIX 111ssed Tie Down Retbair U- nts 0 U — � td- uj � v7 0J N L 73 3� High � 2" dia. handrail attached to wall w/ min. 1 1/2" between Loly w m W :3 vo 0 O Z UJ ao cn U O Provide two ply < > N� v o floor joist for stairs -� d aos c IS risers at 7.4�„ high < Q- �- rr Q z �N 14 treads at II" deepLo 2 X 12 ' Treads l2 2" x 12" wood beam _ LL bolted to girder truss with O (2 5/8" dia xp 5" lag screws j� r withmin 3" ae aretion between f l) ly screws at each web location Q 'r of fn Hang stringgers 0 b CODE FOR using ODE COMPLIANCE Simpson HGA 1wi h (4) � I/4" x 3" wood a into seem and (4) I/4" x I I/ "" wood screws.S`T. LUCIE COUNTY� `3 �• into stingers BOGC -fig \i 2" x 12" Stringer Q one on each side of stairs 'r File Copy UJ i II° 07 SHEET NO: Attach at ere to floor using I Simpson HGA 10 with (4) 1/4" x 2" tapcons into floor and (4) 1/4" x 1 1/2" wood screws into a ingers OF 1. STAIRNAIL roe NUMBER: I�-135 Scale: 1/2„ = I,_Oi, EL R. B% 9p� F,f 01 po `° t AR 9770 w II I ELECTRIC�4L PL,4N ELECTRIC NOTES: - SCALE: 1/4" = 1'-0" I, Use copper wire only, no aluminum. 2. Provide and wire all required smoke Oetectors. 3. Contractor to verify location of ela'trical service and provider 4. ALL paddle fans shall be on a rheo#iat. S. Recessed cans to be Installed per "PA requirements. 6. ALL Branch Circuits that suppig 125v single phase 15 amp or 20 amp outlets shall be protected bg Combination- Tjpe 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. 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 ang supplements to the 2010 ed. 11. 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 bg N.E.C.) 14. A/C Ducts 1n 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 vicinitg of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** l=l�ctr�cal S mbol ��g�nd $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Can Light So Dimmer Switch Exhaust Fan PB Push Button Switch ¢ Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) Waterproof, ground fault interrupter © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TQ Thermostat r=17 I Electrical Meter c© Central Vac nc Disc A/C Disconnect ® Smoke Detector Ceding Fan ©v Television Jack 0 Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light Intercom KKR Speaker Hook -Up Q Ceding Mounted Light Dome Style ♦ Pendant Light ® Motion Detector ( closet light ) © Carbon Monoxide Detector PANEL „A„ Poles BR Load Wire Description circa circ# Description Wire Load BR Poles 2 40 1.0 kw #8 3.5 Ton A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range tt6 12,0 kw 50 2 l g 1 20 ''; 1.8 kw u12 Water Pump q 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 Range Hood 13 14 Irr. Pump #12 1.8 kw 20 2 1 20 1.2 kw #12 Clothes Washer I5 IL 1 20 .81 kw 912 Garage Door Opener 17 i8 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Iq 20 Refrigerator #12 1.2 kw 20 1 1 20, 1.5 kw #12 Kitchen S.A.C. 21 22 :General Lighting #12 20 1 1 20 tt12 General Lighting 23 24 General Lighting #12 20 1 1 20 #12 General Lighting 25 26 General Lighting #12 20 1 1 20 #12 General Lighting 21 28 General Lighting 412 20 1 1 20 #12 General Lighting 2q 30 General Lighting #12 20 1 1 20 #12 General Lighting 31 32 Bathroom GFI 412 20 I 1 20 #12 Bathroom GFI 33 34 Pool Equipment #10 2.8 kw 30 1 1 20 #12 Whirlpool Tub 35 36 s are 1 20 #12 ' Whirlpool Tub Heater 31 38 spare spare 3q 40 --spare s are 1 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General Lighting P3 watts sq. ft.) Small. ,,..... liance, ,C)rcult(s)... .................. Ran9.e ............... I ......................:.................. Range Haod..........................................:...... RefrLgerat©r ....:....:......: ,.........: ,................... Dish Washer ...... ,Disposal . .Clothes, .Washed . , .. .. . . Clothes-Drger........................ ..:.... Water Heater ..................... .. .: ... .. .... .. ... .. . Water..Pump. . .... .... .. .. ....... .. .. .. .. Irrigation Pump. . , :....: ... .... .. Pool Equipment d . . .. . , . .. Garage Door. Opener .. . .... . . Whirlpool Bathtub 3291 3 9,813 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 1 1,200 1,200 I 1,200 1,200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 1 14,600 4,500 1 1,800 1,800 1 1,800 1,800 1 2,800 2,800 1 810 -1,620 1 1,440 1,440 Total Watts 49,533 First 10000 Watts 8100% 1 10,000 10,000 Remainder 39,533 "40% 1 O 15,813 Electric Heat or A/C 10,000 865% 2 6,500 13,000 Calculated Load Watts 38,813 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 161 Panel Size Required = 20OAmps SECOND FLOCK ELECTRiC,4L FLAN A/C disc. (3) 43/0 copper feed 200 2" Conduit PANEL 2" PVC ( FPL to FPL uo sery ELECTRIC -U2 Copper to rebar ;n slab L R1SEF NTS SCALE: 1/4" = I'-O" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC File Cony a 0 N c 0 a v v m n. N N N v z w6 o T (F i 0 0 T i i cy w = I 0) '4-r `� ch I I I Q> rrao6ao I a o °' [k U) @ r c) V) 0 s � U I on Q O � LL U v �- QL � � CV Q-QLW o O WUj " O z OD Ln CO o > Q Nn� Q- F- a0 (10U r r Q 73 OD # I Z NN O.. U -4 .0 t-- � �IU�CE� 3 t� ~ W a� m ei - ILL U ui ILLN r�� 4 N Q LU SHEET NO: E-i JOB NUMBER: 19-135 �u- �m,e,• vo )pip° ° •.,° a; ®�\EL R. 9%,s, 5l ® :o AR 9770 NI