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HomeMy WebLinkAboutBUILDING PLANFILE COPY Extreme metal roofing per product approval 11022.1 R2 over GAF self adhered roofing underlayment FLU 10626-R2over 19/32" COX plywood att to trusses per sheeting attachment diagram on roof plan -,-< 12 L 1 SLOP'F-1 A T 1 0 N 1/4" 4 4 Product Approval Submittal Affidavit Oft�pewngsoltsduLSwim Doom O+ whnd Downs, Doom Window R Product Nodal Na ndearturer Glam Attachment method T�A�T B�viration um _ ,I Date of APP�1 � I. 11-OL30.05 Single Hung SH-5500 PGT 5/IG" I/4" dia. topoona a/ sin. 13/e' p•n•tretim to • paced per product approvd. Contractor shall hen to 1/30/20 + 80.0 PSF Ins aCt inn. edgydistances specified in Product approval 1L30.2 French Door smooth star fi er therms tru r TYPe A" a. tape q. • inn. penetretion o • spaced per product approval. Contractor siel a here !o + L3.1 PSF Z Impact p min. edga distances specified in Product approval — 3. 11-0614.09 Fixed Glass 5520 fix PGT 1/IL" 1/4' 4ia c tepconssa/ min. 1 1/4' penatration t b pace per product approval. Contractor shelf salere to 4/30/20 ± 80.0 PSF Impact min. edge distances specified in Product approval 4. I5-0311.01 Steel Overhead 8100 Sense DAB Install per product approval including ,,iIamb supplament and s. c.i.rpoatewe tuck + 44.0/-52 PSF Garage Door Raised Panel instalers lation. Must havve approvalal.plans 5 11-0630.01 mullion PGT 5/24/21 Product Nodal / 1(efautactmar Attachment Method Mnation �PiSt► Pre.rsurrowd NUMBER Dale ree erlayment FL# I0626-R2 underlayment GAP Extreme Metal Fab. 5v Crimp Roofing installed per approval 11.o par Field and $ppf 11022.1 R2 rimpee 5V CMt) Extreme Metal Fab. ver GAF underlayment over 19/32' COX perimeter. sheeting nailed to trusses per nailing pattern detail on roof plan —93.5 pet corner Siding STUCCO 5/8" Thick light textured stucco on typical ON BLOCK Concrete block construction 5/8" thick stucco on 3/8" Hi -Rib lath attached to soffit STUCCO horizontal and vertical wood framing with nails or staples to ON LATH provide no less than 1 3/4" penetration into horizontal wood froming and n tra ion into ver i I 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 ) PERMITTING,: INFORMATION (FORM 100) Florida Building Code Residential: LTH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor ' II Wind Speed: ILO mph ultimate Mean Roof Height: 19'-8" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0"I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 5'-6" Wind Exposure Classification: B Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 - 0.6 applied below Components E Cladding Wind Pressure (NET) Roof Zone: I. +I4.0/-24.0 psf Roof Zone: 2. +I4.0/-45.0 psf Roof Zone. 3. +IL.O/-LL.O psf Components E Cladding Wall End Zone Width: 5'-6" Components E Cladding Wind Pressure (NET) Wall Zone: 4. +28.0/-30.0 psf Wall Zone. 5. +28.0/-38.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: +24.0/-29.Opsf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? e Are Components an Cladding Det� Provided? Yes Minimum Sal Bearing Pressure:2.500 psi, Preeumptiva: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: O Roof Zone I Walls Zone 4 ED so Roof Zone 2 Walls Zone 6 END ZONE Moo Corner Zones Rod Zone 3 Extreme metal roofing per product approval 11022.1 R2 over GAF self adhered roofing underlayment FL# 10626-R2over 19/32" COX plywood a to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurncane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Maxim citing uplift Galt' —Alum Metal drip on 2" x W Fascia --::::Z 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no lose than 1-3/4' penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell 12 LI Railina Detail R-20 open cell spray foam insulation on bottom of. roof r!heathing x3 pt horizont at top of Furri PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8' drywall 1/2" d" strip—sa IL" o.c foam insulation in typical 8" Block walls shall meet all 'pertairing ASTM codes. Mortar to be Typpa "M" onlg. Provide Dur-O-r2ock at al( wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings Voc'Id 4" concrete slab with fibermesh OR G""" #10/10 WWM on L and Vlsqueen over clean compacted termite treated fill -0" long bend bar at 32" o.c. max into slab Grade i � IIII,Illi1111 �,II' =1 1.l l l ll F-IL TYFICAL SECTION Scale : 1/2" = 1'-0" ST. LUCIE COUNTY BUILD G DIVISION REVIEWED F R COMPL CE REVIEWE DATE PLANS A PERMIT ST BE K T ON JOB SITE OR NO INSPECTIONS) WILL BE MADE rrs NTS 0 (tl 3 Ik +o fir 1 Q Q �— U t41 c � OD m N O to OD ,c O c �(vN uU C oD cD E i (L Q ODD ODD e w # I � 1p 7Nh c a �NN uv l�U�rf—fir •�U� .. ar► t7 Q)90EtL Q LL I UJ a i tn Sheet 1 OF Comm # 18-15 12 L 1 SLOPE I R I G H T O 0 0 S I D E E L E V A T 1 0 N I/-4" U L E F T S I D E E L E V A T I O N 1/�" Ex - per roo to Is R E A R E L E V A T 1 O N 1/,4" ro i N i J to � a a � O1 .�+ N �— c U Tq V ♦ O 0) VL' I� L� � L � c U U � �Oo q$ ao N c► m in OD oo R O c �ci" vU q co co o� C oro oro � sc Q W �CV CV qJ L .� ur-r- wvr m Wor-ram ,, U m �♦Q fu Ell. q lL w m Sheet Window Schedule Mark Size Window Description x V-3" SINGLE HUN 2. 4'-5" x '-2" SINGLE HUH 3. 2'-2" x 3'-2" SINGLE HUNG 4 3'-1" x 6'-4" SINGLE HUNG 5 3'-1" x I'-1" AWNING - ALL Windows to be white VINYL 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 a[I masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 3'-O" X e'-0" 12 LITE FRENCH B (2) 3'-O" X 8'-0" 12 LITE FRENCH C IL'-O" x 8'-0" OVERHEAD GARAGE D 10'-0" x 8'-0" OVERHEAD GARAGE E 3'-O" X 8'-0" SOLID CORE WOOD 2 PANEL 20 MIN RATED F 2'-8" X so -ON SOLID CORE WOOD 2 PANEL G 3'-0" x 8'-0" SOLID CORE WOOD 2 PANEL H 2'-e" x 8'-0" SOLID CORE WOOD 2 PANEL POCKET J 2'-L" X 8'-0" FOAM FILLED FIBERGLASS 2 PANEL K 5'-O" X 8'-O" SOLID CORE WOOD 2 PANEL BI-PASS L 4'-0" x 8'-0" SOLID CORE WOOD 2 PANEL BI-PASS - 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 is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing 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. I Ln 10'-10" Tank Pressure 0 enk 1� alt ----------- ------------- I I I I I I I I I I I I D ' 1 I I I ------------n © I I I O I I 00 ril -------------' MEN ZEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS WITH CONICSEALANT PRIOR B. TO BUCK INSTALL PER FBCR 103.8 FLOOR PLAN TYPICAL NOTES: SCALE I/4" = I'-O" 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 2500 PSI concrete, and 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 G. 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. 9. ALL plumbing fixtures to be low flaw. 10. Contractor to Provide Pan d 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. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15. The Garage shall be separated from residence and the attic area by 5/8" type "X" drywall applied to garage wall. III Garages beneath habitable rooms shall be separated from all habitable rooms above by no less than 5/8" type "X" drywall 1-1. ALL Floor to ceiling assemblies shall be protected by 5/8" type "X" drywall 18. Wall and Ceiling shall have a flame -spread classification of not greater than 200 19. Wall and ceiling finishes shall have a amoke-developed index of not greater than 450 Q 0 CIO 15' STUDIO L Q it 5 Shelves ARAGE 24'-2" h 18'-2" 500 g Ilon propane w/ gen rator 1 gas Insta hot 0 k87 is ndrl6 I CA v N I X I 4H, H Q C A PANTR 0 h, I 5 Shelves I RI ' lied STUDY/ I K GUEST 12' 2" I I cn I I K i l i RI hell 20. All exposed attic Insulation materials Installed on attic floors shall have a critical ra flux not less than 0.12 watt er a ,are centimeter. Ex osed foam lastic insulation materials expose on a un erase o e roo ec or on e a is walls e a c with F.B.C. Residential Section R314 - see permit info box of code edition 21. Gy�(ppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C4131 CcrLo, C1002, C1041,0111, C1118, C1218, C1395, or C1394 and shalf be installed according to the following: �. Drgiva Thickneu Lion �r0^�^g °m °fT*pan Max. cmg Nail ME% optlOna for Maximum /ramm2" x min. tCeiling Nmwood Perpendicular 24" 113ga 1 3/0' long with l9/i4' head O.09B" diammetter x 1 1/4' Iorqannular-ringed OR or 6d cooler natl/�walls 0.080" dia. xx 1 6/8' long with 15/04" headR Either Direction ii" e 4 peum bar mail O Oei" dia. X y 6/8 wit 9/ 9. . d. % Calling Perpendicular 24' 1" 12' 13901 6/0" IIo g with 1"I head 0.098" diameter x 1 3/9' Ion annular -ringed or id coder natl 0.092' dia. xR 1 1/8' I with 1/4' head OR Walla Either Direction IL' 8" IL"°^fl Gypsum board nail 0.0916' dia. x 11/8" with 19/64" head. 6'-O" o o© o BREAKFAST 7 i. O i 4' KITC EN 1 nt ro-wave " 0 o I ul ---' i+l POOL 2wi X 12 4-8u u u b'-4" ' , O 188 Sf porch O 1901 �1- O _ O -__ o bans I L11 W v Rod I Shelf O x o T 7TFTT010 I x`F I CIO GREAT ROOM 6'-4" f r o n t p o r c010 h r CAIt 331 v !V -2 I PROVIDE FIREBLOCKING PER 302.11 u l �- LIBRARY 22. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 and A131.1 22. 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 the in tub areas and wall panels in shower areas. O 3'-2" gas Insta h r, m 5 hel es 5 O I I I 1= I Io 0 I Ir MASTER I o I � I I I I o I I ul 15) H.B. d) ono cubic feet 21,410 U 2 S20 coverled porch w4ISI under roof A • a -0 fa or N o Q Q 0 N m y0 �O� oo m a v utnCO qO C rZ (-4 (-4 u V C qj 00 00 E � 0"Q 0000� Q 1 ' N N !2 tlD N CV o cr 4-1 r r- IQ Cr u�rr-�,r 11130 1af `;;F - q E IL v Q 1- IL 1 W •' I /r/A- L A f' MM` N Sheet 3 OF Comm tt 18-15 83'-O" Termite Protection for New Construction as per F.B.C. 181LI CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHUR 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 noncorrosive 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 45 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell SECTIONS 4" concrete slab with ribermash OR I" recess for 6"x6" #10/10 WWM on 10 mil Visqueen over waterproofing at slab clean compacted termite treated fill Grade 18"w x I60d concrete monolithic footing with (2) #5 bars cont. and tt5 transverse bars at 32" o.c. 18, 71 F-I6 FOOTING DETAIL SCALE 1/2" = 1'-0" E FOUNDATION PLAN Dowel (1) #5 bar w/ 25" min lap and 4" embed ate Footing nts CV 0 H.B Tank IRE Pressure 16r — — -I 0o Pool 0 500 g Ilon propane dt Heata elti I I w/ en rator a (option U I 9 r 1 a r ———————————— —wnteL �r I ©II I I I 1 F-18 T I _— 0 1 gas Insta hot I I I I 1 I I ( FOUNDATION NOTES: SCALE: 1/4" = I'—O" I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. r° 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.. t 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 by soil borings which shall be p in writing to t is it er/contrac prior to start of any constr on.Density shall be 95% minimum 5. Verify all recess thickness at shower oors, a oor inis es as selected by owner, door sills t thresholds etc.... prior to placing any slabs. 6. 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 up, to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-0' to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" 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) -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 40, meeting ASTM A-14 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. 18'-2" 6'-5" POOL 24X12 M-05 1 rJ' LO 1 I I , ong #� ba Fill cell wi (1) 45 bar Max. epaci E 2" 40" unles see foundation spacing at h concrete and 1 vert. (tgpical). 1 g shall not exceed otherwise noted plan notes For — — openings 00 u- I ----I- 0 # 1 ----- r--—— — — — ——— --- T-8 I --——-------- — — — — — — — — — — — — — — — -, — — — —-• T-8 1 I rcoI Into s ab at 32 oc max typical I u- i i N I m IL"w x 16"d footing with Q and tt5 trai IL'-8" — — L _ F-IS— — C91 I I I I o �— -- — —------- o o ---------- — of W I I I F-18 Jo I -I---I I I 18 I i Sho erfbr i i \I� gas insta ho tte monolithic I ' $ bare cant. lL e bare at 32" o.c. - — r_ i _ I 1 11� ---lot— w— N LC --- o —�y --- I1 -- -- ---- — I I I_ _ I SLOP 2" 6"1 tb IJ I I I I 4' long #s bar baJdh I I 1 into slab at 32" oc max I i I I _ I I I typical 1 I6"w x I6"d cod t� monolithic micro -wave footin with l2 US barn cont — - I I and tt5 transvIOara at 32" o.c. _ _ _ —1 I OD I I 1010 or---- r I I r• — — ao I I J R c s f °° I ii I i ho er �J I'- I I6"w x I6"d concrete monolithic �^ p 1-foatiri� wrth (2) IFS bars oont. I 1 s �o R 1:1 4" concrete slab with fibermesh OR _ _ _ and # transverse bars at 32 0. 1 CxC #10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill 1 Fill call with concrete and I Y 1 (1) tt5 bar vert. (tgpical). Max. spacing shall not exceed I o 40" unless otherwise noted I long 45 bar ® see foundation plan notes• far — — �; into slab at 32 oc m a X I i spacing at openings typical _il I I I h— _� I L _ I° -IS L— —_ _— —_ _—_—_ F- — — o H.B. _ I --- Q i i i ii i i i ♦D O .i�_-- 4, long 45 bar ____1or—— — — — — — — — — — — — — " oc max Into slab at 32 I Fill cell with concrete and I I i (1) u5 bar vert. (tgpicaU, typical I °D I u_ Max. spacing shall nqt exceed) I I I I' I I I T —— 1 aD e 40" unless otherwia noted I I I see founds I 1 ion plan otes M for I I I I I I I I I I ! r I spacing at openings 1 I I I I I I I I I I I I I 1 I oL-----�---I F-18L----I----181—----I----I—_ --J F-18—I—_ _—_—_ --I--- ---1— F-18�— --- F 18fl I 7 E►J b GJ ® mO cui-i-i-i p i i T T Om .°i, 0 ©' (� °�' © mO -------------------- 1 12 X12 ConcreteColumn BlorJc illed T OD with Concrete and (4) 3*5 bars vert. on 34"xU0,x18" cohcrete column footing oo with. (5) #E; bars eaSh way — I r-- n _ 3LiI F-3L I I L 1p, 1 3L i �� I — J — J I I T-8 I I _ _ _ _ _ _ + _ I i ., I _ L ... I 5'-2" I.— —J Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location -Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc, Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 83'-O" Footing Schedule Mark Size and Description T-8 Thicken slab edge to 8" x 8" with (1) tt5 bar cont. 1=-18 18"w x 16"d concrete monolithic and #5 transverse bars at 32" footing with (2) o.c. (bottom) 45 rebar continuous F-3L 134 11w x 36"1 x 12"d concrete pad footing with #5 rebar at 8" o.c. each bottom steel. Ln Ni- 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 basqd on ress�irs for rgof in into box these stated permit on pPans or zone 3 4 PT 4 PT I 4 PT 4 PT 4 PT k;e Area Ede Field Fastener Max. nUse ** ure for roof nails or ewe based on Ares s or zone 3 in mfos ox on these stated permit pt " 8d ring shank 45 sf Zone 2 8d ring shank lL per Zone 3 Bid ring shank 84 sf ** Zone 3a L" 4,, ue wood screw 112.5 psf Precut Leltel eFli-r/R e/9L#/]T NOTES: I, MIN. COVERAGE OF STEEL - 1.6' ]. MIN. ®FARING REQUIRED • EA. END = 1' 3. STANDARD FOR REINP. STEEL - ASTn A4I6 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel _ength Bar Length Clear Span "A" Sara 2'-10" 2'-8" I'-L" 4 rtD 3'-4" 3'-9" 2'-7" 2 »3 2 u3 2u3 9'-G" 3,e4 L'-L" 2 x4 2 x5 2.0 ALL reinforcing steel is grade LO „g„ are none none none none none none none none none WOIIVo I REQUIREMENTS 13 G LINTEL SCHEDULE erk Intel arw-�10r -e..c. stressed 1 sleek Mliel Li0 7� 7' /IT py-OS NO — of So" NO W7 LEI r_1' sPs-"/1T NO — 1 of =leasw Los �-r r-r aPs-osnT No — I if lac �s Li0 r-0' r-r Mr-OL/IT NO I e6 IIO{ Wq :fq Ll0 Pi' c'-e' My-Oml/rt NO 1 of NCI ':7 04 L'10 T-O' 7-Or NY-Oe/I'T NO — 1 so I01 '171 9" Lq r-0' r-r MY-O!/IT NO 1 ai N� � W L10 Y-O° Y-e' RV-Oa/IT NO 1 K see Ill 401 Lp0 10'-O' 10'­r MY,rA1/IT NO 1 N ie! 471 40 Lb 10'-O' III WhG-161/IT NO ONE I M 1 p qil 410 'IOg LW C-O' a"-r Q9L-s/IT NO ONE I K I K 10'R kOt »4 LIN: ii-0' Wes' M9l-i/R YIN ONE I K I of 16-10 519 :M Lk;O N'i' eF'LLH6/1T Y!8 ONE I K 4 Of WO SCHEDULE Mark Size and Description 91 Two rows of beam block filled with concrete and (I) ><5 bar continuous In each row. Provide precast lintel filled with concrete and (I) ><5 bar per lintel schedule continuous over enln s. B2 (2) 2` x 12" SYP #2 Wood Beam ROOF PLAN TYPICAL ROOF NOTES: Scale - Overhangs shall be 2'-0" unless otherwise noted on thl: - Roof pitch shall be 6:12 unless otherwise noted on this - 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 WORK for strap and footing size verification. — TRUSS DEFLECTION SHALL NOT EXCEED 0.511 ON ANY TRUSS. STRAPPING SCHEDULE STRAPPING SCHEDULE HTS 2 Simpson I -ITS 20 hurricane anchor at each truss (24" o.c.) supporting Max. 1.450 Ibis. uplift w/ (24) IOd x LS" Halls OD w/ ace 'am C a ao co LL a -0 Ili � � IQ v U I� O a U �I 'Q � OD CO Q) a>I Ln w a O ,o O s :,(-4 cv 0000 u (� E Q � Q 00000 �# Q W �CV(V NJ yliF VI'R' � rl! Sheet OF Comm s< 18-15 tt5 bar vert. at filled cell Typical Masonry ,, ,. / Control Joint Extend Joint reinforcing at 30'-O" max. into concrete column PLAN VIEW PLAN VI€!dL AT A ANY CONTROL J MTe Typical 3� Provide "T" Joint at ALL AT ALL •r MTimucTion PLAN VIEW AT ALL CORMBra I I I I I II I II li II � E I L 30 min. Corner Steel La TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE DUR-O-WAL DA3100 PREFABRICATED SINGLE IN STANDARD WEIGHT WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT 14" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYPICAL MASONRY WALL REINFORCING DETAILS NTS 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 Exterior face of wall caUlk/ Deta11 at Windows Strap double top plate to each stud usingg Simpson SP 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. "x4" P.T. Buck 2 sides $ header NTS Beam - see topical section at block wall. Contractor to fill last cell solid with concrete and (1) 45 bar vert. for frame wall attachment. Tapcon screws 410 x 3" s IL" o.c. or 1/2" dim. x5/12" Lg. "Red Heads" w/ 2"dim.x 1/8" washer See typical block wall section '\ a COaCf ate of OOter•a a - d _ .<'\ Frame to Block WWII Anchor Dtall _ Scale: NTS nts 2" x 4" PT wood secured with 1/2"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approv Garage Door Jamb Detail 1MV ALL ARAGE DOORS AS SPECIFIED IN PRODUCT APP VAL ON THESE PLANS. DOORS TO MEET WIND RESSURE STATED IN PERMIT INFO BOX ON THES PLANS Simpson HTS-20 at each truss truss with (24) IOd x 1 1/2" nails in each strap illed Cells (TypicaU 1/2"x 4 1/2" isonry Inspection Clean Out Hole O° bend from footing 8 bar dia, lap in wall id footing T_yp. Masonr_q Filled Cell Detail NTS 5 '8" drywall Strap studs to plate using Simppson 2" x 4" top plate ceding SP4 strap wits (() IOd x I I/2" nails in each strap (2) 2" x 4" top plate z z � G I/2" drywall on 1­_2" U x 4' studs at IL" o.c. U Attach door to block wall uith N w 2" x 4" Blockin N 1/4" dia. x 3" tap -cons wit min. /mid -span of studs Q . 1 1/2" penetration at 12" o. max U �f (L Exterior face and max from each rner thru O} Strap studs to plate using Si eon > pp 8 F of wall I x 8 PT Buck SP4 strap with (U IOd x 11/2" f- nails in each strap w Vanw w w Ln 2" x 4" p.t, bottom pplate with 1/2" anchor bolt at 32" o.c. and min. l" embedment with 2" washer KI"x8" P.T. Buck Typical baseboard 4" concrete slab with fibermesh OR 2 aides III header VxV #10/10 WWM on 6 mil Visqueen over Typical baseboard clean compacted termite treated fill NTS 2'-VTR A 12„ STUDIO 6' C --- bersl -- Vold VY L ava � rr4 sR* L— wm T Cles S Y4— w" y NOTE8: - ALL Map - slops W i�,, ?�s.tooUnp see foundation plan for size and steel req. for Bearing Partition Scale: 1/2" = 1'-0" I 2' VTR JL I2°LAUNDRY 1 LWM-I (2„ �2" 12" 1 LA V-1 LA V-I . 2° m MASTER BATH 5/6" drywall ceiling on true& bottom cord 1/2" drywall on 2" x 4 studs at IC o.c. Finish to match existing x 4" P.T. bottom plate 4" concrete slab with fibermesh OR C'xC #10/10 WWM on 4 mil Visqueen over clean, compacted termite treated fill Interior Non—Bearinq Partition Scale: 1/2" = 1'-0" a 0 o� c 000 � a = ftl Vu V/ 0 C4 M +' c 0 a OD0) No o) q) Ln ao o O C NN u V c � OD 00 E Q > I I uQ Q- 4 ora L) a� � L +) uvrr aQ- M OrrA`4 �Uv � �sl L_ (9 E U- 4 111 R N M WW Sheet D-1 OF Comm is 18-15 THRU—SECTION 41 THRU—SECTION 42 STUDIO THRU—SECTION 43 HALL "/ I I `l I l r l KITCHEN vitAL.'I GREAT ROOM STUDIO SCALE: 1/4" - P-O' MASTER SCALE. 1/4' - P-O' n v co 9 fa v � A 00 -0 GQ a 0 Q! o v c� (� a v rZ „ _o c 'o u U zi Y— d) 01 0 =o. v vu,00 "O c=cvc�u _ c e o0 0o V < �Q-4�ry �# Z w cv cY u cr m % 0rr� U '" cn yli ` E LL IL I UJ Sheet TS- OF Comm 4 18-15