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HomeMy WebLinkAboutConstruction PlanI 12 6 ISLOPE 12 6 SLOPE 5/8" thick light textured stucco on typical concrete block construction ------------------------------------------------------- LEFT ELEVATION SCALE: 1/4" = 1'-0" 12 6 SLOPE Southeastern Metals 24 ga. 5v Crimp metal roofing installed over Owens coorning Titanium PSU 30 self adhered underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 SLOPE 16 Southeastern Metals 24 ga. 5v Crimp metal roofing installed over Owens coorning Titanium PSU 30 self adhered underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan stucco retui ach window to block wall with dia. x 3.25" tap -cons with min. 2" penetration at 12" o.c. max 6' o.c. max from each corner thru 4" PT Buck wall return ble sill jail Section 5 Window Head it SIII NTS #5 bar vert. Typical Masonrg Wall at filled cell r „ ❑❑ L11=1$L17TI 6" Control Joint Extend joint reinforcing at 30'-O" max. into concrete column PLAN VIEW PLAN VIEW 0 0- Tgpical Masonrg Wall _ m 32„ 32" El Provide Prefabricated Provide Prefabricate L" Jant Reinforcing T" Jant Reinforcing at ALL Corners at ALL T-intersections PLAN VIEW AT ALI , m_ __ PLAN VIEW .T ALL <aR« TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE OUR-O-WAL DAS200 LADUR JOINT I2 REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL 12 BE PLACEDIN ALL CONCRETE BLOCK WALLS AT SLOPE SLOPE 6 14" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK 6 TYFICAL 1`1ASONRY WALL REINFORCING DETAILS NTS o 5/8" thick light textured stucco on typical concrete ------------------ — — — — block construction EKI 6" wide stucco banding / RIG, T ELEV,47I0N Bond Beam S (1) 45 bar in filled cell TO Hook Bond Beam l ' 4h::'.............. 1c I s I I, I . I " vert. T D Hook (1) 45 bar vert. in filled cell Changes In Bond seam Helght Scale: NTS Strap double top plate to each stud using Simpson SP straps. Adjust the strap size to match stud width 2"x studs - see well sections for applicable widths and stud spacing zZ.. Stud along block wall to be PT 2"x blocking as req. by Florida Building Code - Residential. 29 Beam - see typical section at block wall. SCALE: 1/4" = 1'-0" Contractor to fill last cell 7 solid with concrete and (U u5 bar vert, for frame wall attachment. Tapcon Screws #10 x 3" is 2" x C PT wood secured with overhead door track secured to wood 16" o.c. or 1/2" dim. x5/12" Lg. I/2"dia. x 6" expansion anchors jamb per manufacturer's product approval "Red Heads" w/ 2"dim.x 1/8" washer with 2" sq. washer at 18" O.C. ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET See typical block way WIND PRESSURE STATED IN PERMIT INFO BOX ON Section THESE PLANS con crate, footer Frame to Block Wall 4nchor Detail Scale: NTS Gdraae Door Jamb Detail NTS E ( w N` � NU, O � N Z N.� CIZ .. w FL � t E00 M M �o 00 � rn w ^FM Uv'(az, U�U U�� 0 L4 Y�cG N N .ZW��u LLI W � 0 O O o Q <C 00� u r- r-u 4 I z (�v N s* O � � V O �Wu "`M m ~ LUv;�LL ul �� X-1 0( N (V Q) 3 Q =3 .� N DATE DRAWN : 2-23-21 DRAWN BY: C.c.u. Dowel (1) 45 bar CHECKED BY: 1D.R.B_ w/ 25" min lap MODEL: OLIVIA and 6" embed GARAGE Fir. Floor [7� I,-,J) F—I SHEET Cont. Concrete Footing OF 8. JOB NUMBER: M I SSG d T I G D OUJ r R G b a I r 20-2302 QO.DD,OOO n t S o�p0oo .. o00 0 ° Digitally signed by o ®�e Daniel R. Braden po° M770 0� t_. Date:2021.02.25 14:43:56-05'00'�3CDo °p�np04 66'-O" 1 30'-2" 19'-2" 16'-8" 1 H.B. --- ++ `PR ` + 1 © O I----, I I F-ILCaa1 Fill cell with concrete and (0 fU tt5 bar vert. ftypicaU. ul I F-I cess 3.5" N Max. spacing shall not exceed TI II of $bower 32" unless otherwise noted LLI foundation notes for $loppe 51ah1 I see plan spacing at opening& I p,5" foil I drainage) ICI I ICI I 1 I I I I I I I I � I SB-2 1 0 1 I I C I I I I I SS-1 j I I I I i � i N I lol I rJ 1 i I I I � AO I --- Ipl I I I I ICI I I I I I C I I�1 4.lo 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I _;I I _;I I _;I I 'I IDI I I � I II Ipl i i I I I D` JI I I I I SS -I I b0 ° 1100 I I I I Ipl I I I I A/C I D Fill call with concrete and #I I I U #5 bar Vert. ftypicaU. I I Max spacing shall not exceed I I 32" unless otherwise noted see foundation plan notes for &pacing et openings I i I Strap post to foundation using Simpson ABU 44 Post base with (U 5/8" I i I threaded rod set in predrilled clean epoxy filled hole with min. 8" embedment and fill all nail holes I I A with IGd x 3 5" nails. I I v I T C-III 3 N F-3L�- - L- --------------------- ------------ -'-'-'-'- - I r- ------------------+ T-8 F-IL I I I T I I N I I I � I � o O 4• $ I I I a I `sl I I I SB-2 ;- LL� u a I LLl 11 i_ I p b I I 1'- I I j I F. ________ _ a _ ________ _ p1LL I f�O '----------- �f�0 .t------^ - f7 OD ----� I I F-ILM I � I m I I� N 10 � l- I I '- 110 vl I 2' 4" concrete slab with Flbermeah OR -O" L"x1" 410/10 WWM on L mil Visqueen over C-3 LLI I I clean compacted termite treated fill B-5 I Strap post to foundation using Slmpson ABU 44 Poet base with (U 5/8" threaded rod set in h predrilled clean epoxy filled hole with min. 8" embedment and Pill all Heil holes with ILd x 3.5" pads. I r I I FiQHU, I I I I � Ell II "�I 6'-8"� SB-51 I 4b `ov�e I o ILM Ih------- - - - - - - -----tea -- H.B. I I .H. I°I I I I I I I®I I I METER JT N o - - _ _ F_-IL_ _ o ry =o ---©o-----------o ---ooj B - - - T-8 �- C r Y SB-4 I � T- p I - C IRS concrete sia with fibermesh OR LL L"xL' 410/10 WWM n L mil Visqueen over I clean compacted termite treated fill 0 --------------- U. ODI 0 o `o per; O O I NFL HI m I SLOPE 2" I W I SB-4 I �� a I I I I u K O Iv I I - v 1 I m of of I I I m I DI o I jP_i F-24 I I I OI 1 00 v I SLOPE 2" 1 0� Ir> i�iLL Ni Rm0 � I 22'-6" I j - F-24 I P I m - - CD �_T_T_ - r_T_ -- ---0 ---0------- E7- OD O T- i 1 I (V 23-10" -C 42'-2" ' r iU tt5 bar vert. iypicab. I ILL -- Max' spacing shall not exceed - I 32" unless otherwise noted - I I I we foundation plan notes f p l I I spacing at openings I I o I I a I ° ° w 1 I SB-4 TUBo I D I I o I I F ecess n I 'a T for Shower ill I ILL mI � I I F-IL J I I E3 tJ O u.w I so OO p 3 o r �I O T " fJ---r-r-T_r_ L_-_1-1-I-I-i-I--_ J Footing Schedule Mark size and Description T-8 Thicken slab edge to 8" x 8" with (1) #5 bar cant. F-12 SEE STEP DETAIL ON THIS SHEET F-IL I("w x IL"d concrete monolithic footing with (2) #5 rebar continuous and #5 transverse bars at 32" o.c. F-ILM gbottom) SEEXSTEPcDETAILmON THIS SHgETh (2) #5 rebar continuous F-24 Thicken slab to 36"w x 34"1 x IL"d concrete pad footing with #5 rebar at 8" o.c. each bottom steel. F-3( St.% S 4"I x IL"d concrete pad footing with #5 rebar at 8" o.c. each F-48 48"w x 48"1 x IL"d concrete pad footing with #5 rebar at 8" o.c. each bottom Slab Bar Schedule Mark size x r z Tgpe Spacing Notes 65-1 #4 48" — — Standard 40" o.c. Tie to vert. wall steel Upturn Bar SB-2 #4 — 48" 24" "Z" Bar 40" o.c. SB-3 #4 — 48" 48" "Z" Bar 40" o.c. SB-4 #4 12" — — Standard 40" o.c. Tie to vert. wall steel Upturn Bar SB-5 #4 1 48" FLAT 40" O.C. x x STANDARD SLAB BAR - STANDARD HOOK BAR Y Z ie House Slab x Ve" Slab each loca Ztion "" BAR EQUAL OR UNEQUAL LEG STANDARD UPTURN HOOK BAR x I A DA BAR B-SFlatN (Where applicable bar allso a00P ALL SLAB BARS SHALL BE INSTALLED IN THE MIDDLE OF THE SLAB TIE ALL STANDARD HOOKS TO VERT. STEEL IN WALLS UPTURN. BARS CAN ALSO BE LAID SIDEWAYS AND TIED TO HORIZONTAL FOOTING STEEL IN THICKENED EDGES AT STEM WALLS WHERE APPICABLE. Termite Frotectlon for New Construction as per F.B.C. F318.1 CONTRACTOR TO REFERENCE F.B.C—R 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 Thicken edge to 8"x8" with concrete and one 45 bar continuous 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRAD T-8 FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR SS-5 - see slab bar L'xb" 410/10 WWM on 10 mil Visqueen over schedule on foundation clean combatted termite treated fill 6" (2) #5 bars coot. F-I1 FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR SB-3 - see slab bar 6"xV 410/10 WWM on 10 and Visqueen over schedule on foundation clean compacted termite treated fill lie 48" L" 48' 6" ma 0111111 INNEEMM 2" I6" F-16M STEPDOWN FOOTING DETAIL SCALE 1/2" = 1'7O" 45 bar vert. w/ 30" overlap c at each filled ell Optional I" recess for waterproofing at slab verify with owner prior to construction L" min. clear for termite protection o SEE TYPICAL SECTIONS SB-I - see slab bar schedule on foundation 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill F-IL footing - see schedule C F-16 FOOTING DETAIL tt5 bar vert. w/ 30" overlap at each Filled cell FOUNDATION FLAN Optional i recess for waterproofing at slab verify with owner prior FOUNDATION NOTES: SCALE: 3/16" = 1'-0" to construction 1. Any changes to plans must be submitted to the architect L" min. clear for termite for approval before proceeding with construction. protection Grade 2. Contractor shall be responsible for verification of all notation and dimensions ry prior to start of construction. 3. ALL Concrete used for slabs shall be 2,500 PSI concrete min., andtrt7 — ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 F.B.I. grout mix min. 4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed 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 owner, door sills � thresholds etc.... prior to placing any slabs. 6. Contractor to provide filled cell with concrete and I #5 bar vert. at 40" O.C. Max. Provide (1) filled cell on each side of openings up to 5'—I1" wide. Provide (2) filled cells on each side of openings from ('—O" to 9'—II" 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) 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 6O, meeting ASTM A—I6 and A-35 specifications. ALL Anchors to be A-307 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. 11. Contractor to compact clean fill to 95% of the dry density prior to placing slab. 12. All Concrete stoops shall slope away from building for drainage SCALE 1/2" = I'-O" SEE TYPICAL SECTIONS Provide 8" wide curb - verify height with step down and slope shown on foundation plan 513-1 - see slab bar schedule on foundation 4" concrete slab with fibermesh OR L"x(" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 16 footing - see schedule F. C F-16 AT GARAGE CURB SCALE 1/2" = I'-C" N N W LU o O W 73 " O z W tf) CD U O O � N N cr �VO�r3 Cr W U m ~LU b x -1 (pu_ ) tri � N r—� N to < D ,+ L DATE DRAWN 2-22-21 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL: OLIVIA GARAGE LEFT Q SHEET OF 8. w JOB NUMBER: 20-2302 DpOO.D.o-boo p �ao� �000pa�,or�" Digitally signed by o" Daniel R. Braden °o•p*" M770 �� Date: 2021.02.25 00 14:43:01-05'00' ��'�. ) Attic Venting Calculations EBC R806.2 Total Attic Space = 4,816 sq. ft. Venting Ratio 1/150 = 32.50 sq. ft. required q. evenly spaced ion an Strap Gi MG T atr embeded (22) IOd strap ti using (2. one eac SF-,4M SCHEDuL Mark Size and Description B1 Two rows of beam block filled with concrete and 1 #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar cont over openings and use #6 bar cont. in lintels loacted at rear porch B2 (2) 1 3/4" x IL" 2.OE LVL laminated wood beam attach beam plies together using (,4) IOd x 3" nails at 12" o.c. staggered each side B3 �(2) 2" x 12" SYP 32 wood beam Additional Precast Lintel a5 bare CLEAR ,,: i• CLEA `,.�.^x'•'}: i - CLEAR \ CLEA 8/8-OVAL 8/8-IU/IL 8/8-IU/2L °r ya, Additional i.'%%.<,' Additional = a5 here :.a . ``;�., 25 bars CLEA +'•: :;;`: v(C':" t;. One Row or "H" One Row of "H" %'�'�• Block Above Block Above r - Precast Lintel r-=;"i;-' r'' 4,!';'(� Precast Lrntel Additional • -'t 1 Additional \ CLEA — tt5 bars — \ CLEAR a5 bare cLeA — 8/I6-IUAL 8/I6-IU/2L 8/24-IU/IL 8/28-ILIAL NOTES: NOTES: I. m veraga of atee®=1.5" 2. min. cbearun reemred ea. end=a" 3. standard for r mf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Max Max Max or Door Gravitg Upldt Lateral Mark Unit Lintel Height Bottom s— s— Width Specification Stee Seel (PLF) (PLF) (PLF) L22 2-2" T-0 24" 8/24 IUAL 1 a5 1 a5 10000 Isis 1250 L31 2'-L" 4'-O' 24' 8/24 IUAL 1 a5 1 a5 10000 718.4 933 2 _8" 3'-1. L45 4-5" 5-10" 24" 8/24 IUAL 1 a5 1 a5 1414 4014 L51 LLO I 6'-8' I T-V 24" 1 8/24 IUAL I 1 a5 1 1 a5 14013 12434 804 LLOB L'-8" 1'-L 12' 8/12 IUAL 1 a5 1 tt5 1021 534 LLOC C-8' 1'-1' L' 8/L IU/IL 1 a5 1 a5 538 804 LLOD 6'-8' 1'-0 24' 8/24 IUAL 1 a5 1 tt5 2434 8o4 L10 1'-0" 8'-4" 24" 8/24 IUAL 1 a5 1 a5 g20,41 1192 L4L L70B 1'-0" 8'-4' 28' 8/28 IU/IL 1 a5 1 a5 1992 446 LI00 10'-0' II'-4" 24" 8/24 IUAL 1 a5 1 a5 1138 415 L120 12'-0' 13'-4" 24" 8/24 IUAL 1 a5 1 a5 8L6 340 LILO IL'-O" 11'-4' 24' 8/24 IU/IL I a5 I a5501 33L - ALL LINTELS SHALL BE MADE BY LOTTS LINTELS - LINTELS SHALL BE PILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS Simpson HGUS 26-2 hanger at girder truss = = 5/8" dia. x 6" exp. anchors filling all nail holes with n bolts to be A325 Steel Ibd nails Han er Ca acit 10" 3" STR.4FFING SCHEDULE HETA 2 SIMPSON HETA 20 hurricane anchor at each truss supportin( Max. 1810 lbs. uplift. Strap sl have (9) IOd x 1 1/2" nails. BOTTOM CHORD TRUSS BRACING NOTES Contractor to race all bottom chords in floor and roof trusses in the following manner: install first row of truss bracing 34" from exterior walls and spaces 12" o.c. thereafter. - install bracing on any bottom chord which is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to bottom chord of trusses. nwermw•mam� lases spaced per truss iufactures plans >ical splice .tech bracing to truss chord ng (2) IOd nails in all aUons x 4" wood bracing d bracing shall lap one truss ALL BRACING SHALL COMPLY WITH BCSI-B3 SUMMARY IGe Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 �" 6" 8d ring shank �6 psf Zone 3 �" Sd ring shank 84 psf ** Zone 3a 6" 6" 1tS wood screw 112.b psf g p 12 Simpson HUB 26 Max. Gravityy 5, 30 lb hanger at each truss Max. Uplift 2,IS5 Ibs See truss engineering b • • filling all nail holes with others for acival loads y ® • • Ibd nails 24" N Install (4) 5/8" exp. anchors N Install (2) 2" x 8" SYP #2 PT wood as shown near girder COSG ledger with 5/8" COX plywood pplate between LEDGER DETAIL attached to wall to wall using 5/8" dia. x 6" expansion anchors per detail on this sheet. Scale: 1/2" = 1'-0" ROOF PLAN TYPICAL ROOF NOTES: Scale 3/16" = 1'-0" - Overhangs shall be 2'-0" unless otherwise noted on this sheet - Roof pitch shall be 6:12 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 TART OF FOUNDATION WORK for strap and footing size verification. - TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. GARAGCD E LET DATE DRAWN 2-22-21 DRAWN BY: c.c.u. CHECKED BY: D.R.B. � MODEL: OLIYIA Digitally signed by Q�o'�®�'�L�`�0� Daniel R. Braden Mrro Date: 2021.02.25 goo 14:42:36-05'00' Southeastern Metals 24 ga. 5v Crimp metal roofing installed over Owens coorning Titanium PSU 30 self adhered underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or e hurricane anchor at each with (10) IOd x 1 1/2" r ( 24" o.c.) supporting S10lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on - 1" x 8" Fascia on `o 2" x 6" Sub -Fascia 5/8" thick stucco on 3/8" h1-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 wood framing members Provide 1" x 24" aluminum screen vents - spaced evenly. 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap at each filled cell 12 PRE-ENGINEERED TRUSSES 6 at 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 Batts 5/8" drywall with smooth finish 1/2" drygwall over I" x furring BI strips ai 14 o.c. with R4.2 fyfoll insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertainingASTM codes. Mortar to be Tye "M" onlg. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Typical Wall Reinforcement see detail on sheet D-2 base board Attach door to block wall with 1/4" dia. tap -cons with min. 1 1/4" embedment to be spaced per product approval. Contractor shall adhere to min. edge distance of C from corner and 14" o.c. max Exterior face of wall Varies c iy 1"x8" P.T. Buck 2 sides d header Detail at Exterior SGD Doors NTS Verify all stucco banding and trim per elevations Stucco return Attach door 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 8" PT Buck Exterior See door schedule and floor plan for size and locations install door per product approval by mfg Drywall return Fill cell with concrete and Interior (1) #5 bar vert. (typical). See typical wall sections for interior Max. spacing shall not exceed drywall finish notes 32" unless otherwise noted see foundation plan notes for verify filled cell count per spacing at openings floor plans at window jambs 4" concrete slab with ribermesh OR Exterior D co r Jamb D e t a i l CxC 410/10 WWM on 6 mil Visqueen over f — clean compacted termite treated ill N T S Grade I IIIIIIII-IIII , III I IIIIII�IIIIII����IIIIII,;�,,,_ IIII=j111 F-IL See detail on sheet 4. TYfi ICAL SECTION Southeastern Metals 24 ga. 5v Crimp metal roofing installed over Owens coorning Titanium PSU 30 self adhered 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 with (10) 10d x 1 1/2' nails ( 24" o.c.) supporting Max. 8101ba. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" 8" Fascia on 2" x x 6" Sub-Fascia`o - L(.0D 5/8" 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 wood framing members Provide 1" x 24" aluminum screen vents - spaced evenly. 5/8" thick light textured stucco on typical concrete block construction Scale 1/2" = 1'-0" 5/8" thick stucco over 17.1 on 3/8" high rib lath on 15/32" CDX Plywood UT nailed to trusses with IOd ring shank nails at 12" o.c. field and C o.c. edges. Install per ASTM C926-I1a and ASTM C1043 O O i in Door and transom see schedule and install per product approval Verify step height on foundation plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift .60B N L60C _��II����—IIII—IIII-IIII IIII ,, I - F-16M O iv Ex Int Window Jamb Detal Drywall Verify all stucco banding and trim per elevations Stucco return 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 See window schedule and floor plan for size and locations install window per product approval by mfg Drywall return See typical wall sections for interiordrywall finish notes verify filled cell count per floor plans at window jambs Lintel - see plans for size and steel req. Attach window to block wall with 1/4" dia. x 3" tap —cons with min. 11/2" penetration at 12" o.c. a- s nd G" c. max from each corner thru 1" x 4" PT Buck NTS Sill - verify final stucco return material and size with owner prior to ordering See window schedule and floor plan for size and locations Seal ALL concrete block jambs prior Stucco finish over sill slope for drainage to buck per FBC R703.8 using an(g approved sealant Pour concrete sill over tin cap VERIFY ALL SILL MATERIAL Section Window Head Sill WITH OWNER PRIOR TO ORDERING NTS VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESFECTIVE MANUFACTURER FR10R TO INSTALLING MASONRY Southeastern Metals 24 ga. 5v Crimp metal roofing installed over Owens coorning Titanium PSU 30 self adhered underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 Batts 5/8" drywall with smooth finish See window schedule for sizes 1/2" drygwall over I" x furring strips at 14" o.c. with R4.2 fyfoll 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 "I`1, onlg. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) See door schedule for sizes 4" concrete slab with ribermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over —clean compacted termite treated fill ENTRY FORC�H SECTION Scale 1/2" = l'-O" Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails ( 24" o.c.) supporting Max,- 18101bs. uplift GalvI"Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on _p 2" x 6" Sub -Fascia 5/8" thick stucco on 3/8" hi -rib lath J 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 wood framing members 2" cont screen vent 12// PRE-ENGINEERED TRUSSES 6 at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" thlck stucco over � BI on 3/8" high rib lath on 15/32" CDX Plywood nailed to trusses with IOd L192 ring shank nails at 12" o.c. field and 6" o.c. edges. Install per ASTM C926-I1a and ASTM C1063 WALL BEYOND Typical Wall Reinforcement see detail on sheet 1--)-2 5/8" thick light textured stucco on typical concrete - block construction 45 bar vert. w/ 30" overlap at each filled cell Verify step height on foundation plan = u—III 1 I I1 -I 1=1-III 11 11 III 11 RE/4 R fi ORCH SECTION BI base board Simpson HTS-20 at each truss with (24) IOd x 1 1/2" nails �truss in each strap 5/8" drywall Strap studs to plate using Simpson ceiling SP4 strap with (6) IOd x 1 I/2" Z nails 1n each strap O (2) 2" x 4" toy plate H U w 1/2" drywall on n 2" x 4" studs at 14" o.c. U2" x 4" Blocking H w m w Strap studs to plate using Simpson SP4 strap with (() IOd x 1 1/2" w nails 1n each strap J( e 2" x 4" p.t. bottom pprate with I/2" anchor bolt at 32" o.c. and min. 1" embedment with 2" washer N N Typical basebo rd 4" concrete slab with ribermesh OR 6"xC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ;; <;footmg see foundation plan for size and steel req. T(Qplcal Interior Bearing Partition Scale: 1/2" = I'—O" Filled Cell Masonry Column With One tt5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS 6/8" drywall with smooth finish R-30 Batts 1/2" drywall over I" x furring strips at 14" o.c. with R4.2 fyfoil insulation on typlcal 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg. Provide Our-O-Rock at air wet areas (ex. showers, tubs etc...) FIII cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 40" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR CxC 410/10 WWM on 6 mil Visqueen over —clean compacted termite treated fill ` F-16M See detail on sheet 4. Scale 1/2" = 1'-0" Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location u7 e N o•� N Z N.� CIZ FL t E00 M �o 00 00 t w ^�M U�w 0U�� FFU-- a 0UF, "��h Y^� N N (LIV w E o z W 00 No No O U — 4 oou Double Filled Cell Column a- � rr q NTS I z NN # Lo O (3r�� IT- V L_ ~ LI �m� C)0) IL T) 41 IK 3 Q,u to Contractor to provide proper foundation chairs for proper steel installation E Q t�l 30" min. Corner Steel La J-I.J DATE DRAWN 2-23-21 DRAWN BY: c.c.u. CHECKED BY: D.1Z.B. - MODEL: CLIVIA — GARFAGE LE SHEET OF 8. w JOB NUMBER: nts 20-2302 QD.DD,OOO 0 0 Digitally signed by O p`®�FOg' so Daniel R. Braden Ar9770 Date: 2021.02.25 S �a°°" p. 14:42:07-05'00' .Q......... n' H.B. Inal 15" a.f.f. ME A/C disc. Pool disc. Grinder disc. 1,2) fta /7 copper feed 200 lit AMP PANEL 2 Copper servic ,ground to rebar in slab TRICAL RISER NTS 2" VTR JIL I 2" I I LAV-1 i -1 2" AAv JIL 3 BATH LIAV-1 tt3 3" 2" BT-1 WC-11 :R ELECTRICAL PL,4N ELECTRIC NOTES: PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 2 60 12.0 kw ttb A/C comp 1 2 AHLI u10 6.0 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range ttb 12.0 kw 50 2 � 8 I 20 1.8 kw u12 Water Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 Range Hood 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.2 kw tt12 Clothes Washer IS 16 Refrigerator #12 1.2 kw 20 1 1 20 .81 kw #12 Garage Door Opener 11 18 General Lighting 912 20 1 1 20 1.5 kw W2 Kitchen S.A.C. 19 20 General Lighting 412 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 21 22 General Lighting u12 20 1 1 20 tt12 General Lighting 23 24 General Lighting 912 20 1 1 20 tt12 General Lighting 25 26 General Lighting 31:12 20 1 1 20 #12 General Lighting 2-1 28 Bathroom GPI u12 20 1 1 20 #12 General Lighting 29 30 Put. Pool Equip. #10 2.8 kw 30 1 1 20 #12 General Lighting 31 32 Grinder Pump u10 1.8 kw 20 1 I 120 412 1 Bathroom GFI 33 1 34 1 20 #12 Smoke Det 35 36 Disposal u12 1.0 kw 20 1 1 20 #12 Smoke Det 31 38 spare spare 39 40 0 tional Stub -panel (3) u8 9.6 kw 50 2 s are 41 92 PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small„A.pphance.Cir,cuit(s), ,,,, ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,, .Range ..................................................................... Range..Hood............................................................. Refrigerator............................................................. Dish Washer D.Isposal................................................................... Clothes -Washer. ........................................................ Clothes„Dryer.......................................................... Water Heater.......................................................... .................... Water Pump............................................................. Pool Egwpment....................................................... - Csara9e Door Opener .... Grinder. Pump........................................................... .............................................................................. .............................................................................. 3923 3 8,328 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 2,800 2,800 1 810 810 I 1,800 1,800 Total Watts 49,179 First 10000 Watts 8100% 1 10,000 10,000 Remainder 39.119 1140% 1 O 15,612 Electric Heat or A/C 10,000 865% 1 18,000 18,000 Calculated Load Watts 43,612 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 181.91 Panel Size Required = 20OAmps Sanitary Riser Legend Sanitary line ;r Bath Tub "P" trap --- Vent Line � shwa, "P" trap rr' Lavatory Trap r" Washing Machine Drain r' Sink Trap r Urinal LL Water Closet Water Fountain Drain LL Floor Drain 11r, Grinder Pump T' Clean Out !� n 2" Vent thru Roof ''-- 2" Vent thru wall 2" Pipe Diameter Designation (2" die) NOTES: - ALL sanitary pipe to be Schedule 40 PVC - Slope hall be no leas than 1/8" per foot and no more than 1/4" per foot SCALE: 3/16" = 1'-0" I. Use copper wire only, no aluminum. nts 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. S. Recessed cans to be installed per NFPA requirements. 6. ALL Branch Circuits that supply 125v Single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFCI Circuit Breakers. 1. Tamper resistant AFCI receptacles to be installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath, laundry, 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 lth ed. and current version of any supplements to the Ith ed. 11. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 12. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 14. A/C Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings into the garage. 15. Smoke Alarms shall be installed in the following locations: W LU 0 0 ua = O Z LU OD (0 O < Q 00 OD OD U i z 00 NCA It O � �VO�r3cr W U a cal x -1 io a; LLN 4 = -tt+r ED co 73 DATE DRAWN 2-22-21 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL: OLIVIA GARAGE LEFT SHEET OF 8. w JOB NUMBER: 20-2302 DpOO.D.0000 a) In each sleeping room. Digitally signed by b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling Daniel R. Braden ** ALL Smoke Alarms shall be interconnected and hardwired ** Date:2021.02.25 14:39:25-05'00' Adsrro