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HomeMy WebLinkAboutBuilidng Plans 11-4-20Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLU 111'15.1 (see product approval form on sheet #1) over 304 felt roofing underlayment over 19/32" COX plywood _ attached to trusses per sheeting attachment diagram on roof plan 12 6 SLOPE 12 SLOPE 6 12 SLOPE 6 a 1 ® 5/8" thick light textured stucco on t9Pical concrete block construction —V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION SCALE: 1/4" = 1-0" Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLU 11175.1 (see product approval form on sheet 41) over 30# felt roofing underlayment over 19/32" CDX plywood 12 attached to trusses per sheeting attachment diagram on roof plan / SLOPE 6 c a 12 6 SLOPE Contractor to provide proper foundation chairs for proper steel Installation cal 30" min. Corner Steel Lap nts *5 bar vert. Tgpica1 Masonrg Wall at filled cell r , C Control Joint Extend Joint reinforcing at 30'-0" max. into concrete column PLAN VIEW PLAN VIEW .T�.aT.— -- 0 0 Tgpical Masonrg Wall _ m 32„ 32" Provide Prefabricated Provide Prefabricate T" Jant Reinforcing L" Joint Reinforcng at ALL T-intersections at ALL Corners PLAN VIEW PLAN VIEW TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE OUR-O-WAL DA3200 LADUR JOINT REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL 12 BE PLACEDIN ALL CONCRETE BLOCK WALLS AT SLOPE 14" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK 6 TYFICAL MIASONRY WALL REINFORCING DETAILS NTS B o thick light stucco Ical textured stucco on t9Pical concrete block construction --———————————————--———————————————————— — — — — —— R �� LEFT ELEVA70ld Bond Beam S (1) #5 bar in filled cell TO Hook FI Bond Beam ::. ............... Ij 1 s k. . I " vert. T D Hook (1) #5 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 Stud along block wall to be PT 2"x blocking as req. bg Florida Building Code - Residential. \ L" wide stucco banding SCALE: 1/4" = 1'-0" Beam - see typical section at block wall. Contractor to fill last cell '7' I solid with concrete and (1) #5 bar vert, for frame wall Y' attachment. Tapcon screws #10 x 3" a 2" x 6" PT wood secured with overhead door track secured to wood 16" o.c. or 1/2" dim. x5/12" Lg. "Red Heads" w/ 2"dim.x 1/8" washer 1/2"dia. x C' expansion anchors jamb per manufacturer's product approval with 2" sq. washer at 18" o.c. ALL GARAGE DOORS AS SPECIFIED IN PRODUCT See typical APPROVAL ON THESE PLANS. DOORS TO MEET block wall section WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS Frame to Block Wall 4nchor Detail Scale: NTS Garage Door Jamb Detail NTS I I Fin. I I II II II I II II I � Floor Epoxy ( ALB ) MIX Dowel (1) #5 bar w/ 25" min lap and 6" embed } Cont. Concrete Footing 1 I Issed Tie Dour R ebalr nts Digitally signed by Daniel R. Braden Date: 2020.11.04 10:19:17-05'00' ,n8 'It o oc N. U c C) C .y OU 0 CZ � rn U�w C7 U�U y �3: DATE DRAWN P-25-20 DRAWN BY: c.c.u. CHECKED BY: D.R.B. MODEL It: 011vla SHEET W 2. W W OF I. QJOB NUMBER: < 20-2301 *-4 Dolt 2A AR 9770 8- 1 _ 16'-81, 19-2" 30'-2" 1 H.B. --------------------------------------- o --O©� r-- ------ _______ __ 01 F-IL -_ 1 1 mO r,i all with concrete and T O I I I F- I I v (1) US bar Vert. (tgpical). Max spacing *hall not exceed m fJ I 1 I I 32' unleu otherwise noted N Recess 3.5' x to w1 �n 151opa Slaq ILL see foundation plan notes for for Shower ,0.5" for I I spacing at openings I F—Orainage I I I 4f Seep 2'-8'+ Iv vi I 1 1 I°I I I ICI I , I; I , 1 1 I j 0 SB-I 1 1 I 1 F-36 11-2-20 I I 1 1 • -L-------------- 0 O o o _i;_ o 0 _ IO------- T-8 rF-31. -, I I T 1 1 1 I 1 1 101 N I I 1 1 - ua - 4f `-----' C-3 101 4 Igo 00 01 g11 4" concrete slab with fibermesh OR I o l o, 1 _ -1 65-2 6"xb' 410/10 WWM on 6 and Visqueen over SB-2 1 I s 1 12 clean compacted termite treated fill I -:ILL 1, 1 ugi IL i I;_ I 00 0 - 000 00 1 I;_ `----------- ------------' 1' 1 F-IGM� l o l cc) i i rr vl�l 101 m Ti I ---, I I DW ICI I I I _:' I SB-I I I I I , IE)I'a 11 I I ILL I I I I 0- O I 1 1 I I I I � 4" concrete slab with fibermesh OR p Cx(" #10/10 WWM on 6 mil Visqueen over I I I I clean compacted termite treated fill °00? I I SB-1 I I I ;RHU� I I ul ttl A/C I I IApoval 11ivot.c (1) #5bar vert. 1 1 ttl Max spaang shell not exceed 1 1 ©I 8'-8" �'-2" 32" nless otherwise noted 1 1-� Pill call with concrete and see foundation plan notes for I I �O (1)a5 bar Vert. (typical). spaang at openings I I Max spaang shall not exceed 32" unless otherwise noted we foundation plan notes for I I spacing at openings F-ILM T I I 1 I I Sr- --- m -- �--- m It I A l i O to 1 0 1 1 - I f7 r---"- - -� O IT II-2-20 F-3G I I I w = i 1LL V I I H.B. I " 1 0 n 1 0 `------- IG---------- J N I o, I i i ao o ao 00 ��F-12 - ---- -------- a� TUB SB-4 ") - LL------------- - O I ✓il ---------------- ---------- 1 I I Recess 3.5" I I w ry r-L H.BL_ rV H.B. I :IL' for Shower , $ 1 O W.H p I ©T I _ T_8 J J0 I r I I ILL I I L SB-4 F-24 1 0 0 0 0>> . r- - o o a I F-3L 1 I 1 I rIf ------C-2 I ghee 100 ���� f701 -----I--I-- II . ---� I 4" concrete slab with fibermesh OR T I I 1 6"x6" 410/10 WWM on 6 mil Visqueen over LL , $ I clean compacted termite treated fill o 00 IOD 11 METE �j 01 Kill, i ♦- PAN 1 1 v Q I SLOPE 2" t7 SB-4 1 j n I I I I1'-8" 24-6" 1 1 1 101 42'-2" M I I ro 10 I I Wl to \ m 1 1 I I O I 1 1 FOUNDATION PLAN ; F-24 FOUNDATION NOTES: SCALE: 3/16" = 1'-0' o p I. Any changes to plans must be submitted to the architect a� 1 SLOPE 2" "I I for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions p w a H LLI o I prior to start of construction. 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and O 1 22'-6" , ALL Concrete used for vertical filled cells, continuous, tie beams etc.. to 1 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.1. grout mix min. F-24 4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed by sod borings which shall be provided in writing to this firm by owner/contractor I o u) I I prior to start of any construction. I o p , S. Verify all recess thickness at shower floors, all floor finishes as selected by I a© o __ o_ o __ o_ oo ' a __FAI owner, door sills f thresholds etc.... prior to placing any slabs. '----------- - - - - --------- 6. Contractor to provide filled cell with concrete and 1 45 bar vert. at 40" 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'- p" to T-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) -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 For strap and footing size verification. Footing Schedule Mark Size and Description T-8 Thicken slab edge to 8" x 8" with (U tt5 bar cont. F-12 SEE STEP DETAIL ON THIS SHEET F-IL IG's x IL"d concrete monolithic rooting with (2) tt5 rebar continuow and s5 transverse bars at 32' o c. Ibottom) F-ILM IL'w x IL'd concrete monoithic roots with (2) tt5 reber contivaim SEE STEP DETAIL ON THIS SHEET F-24 Thicken slabach to 36'sbottom x l L'I x IG"d concrete pad footing with tt5 rebar at F-36 30m 01 x IL'd concrete pad footing with tt5 rebar at 8' oc. each bottom F-48 IVd concrete pad rooting with tt5 rebar at 8' oc. each b408ttom tee Slab Bar Schedule Mark EIAR ZE x Y z Type Spacing Notes SB-I s4 48' — — Standard 40' oc. Tie to vert. wall steel Upturn Bar SB-2 84 — 48' 24' 'z' Bar 40' oc. SB-3 s4 48' 48' 'z' Bar 40' oc. SB-4 84 12' Standard 40' oc. Tie to vert. mall steel Upturn Bar x STANDARD SLAB BAR Y Z House Slab x - STANDARD HOOK BAR x Verr Parch each location Slab n BAR EQUAL OR UNEQUAL LEG STANDARD UPTURN HOOK BAR x��ll I� GARAGE SLAB STANDARD HOOK BAR (Where appl—bl. — Flat bar also acceptable) ALL SLAB BARS SHALL BE INSTALLED IN THE MIDDLE OF THE SLAB TIE ALL STANDARD HOOKS TO VERT. STEEL IN WALLS UPTURN. L FOOTING STEEL INBTHICKENED EDGES AT STEMTWALLSRWHERE APPICABLE. Thicken edge to 8"x8" With concrete and one 45 bar continuous 4" concrete slab with fibermesh OR 6"xb" tt10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE T-8 FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR SB-3 - see slab bar VxV #10/10 WWM on 10 mil Visqueen over gehedUle on foundation clean compacted termite treated fill 98" 6" max. IIII—IIII IIII—IIII—IIIII�•IIII" IIII IIII—IIII—IIII 1 i i i IIII IIII IIII=III �= = = F-12 GARAGE STEPDOWN FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR L"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 48' G� 6 NE S-3 - see slab bar ledule on foundation 48' \ 16" F-ILM STEPDOWN FOOTING DETAIL SCALE 1/2" = 1'-0" tt5 bar vert. w/ SEE TYPICAL 30" overlap SECTIONS at each filled cell Optional I" recess for SB-I -see slab bar waterproofing at slab schedule on foundation verify with owner prior to construction 4" concrete slab with fibermesh OR 6" min. clear for termite protection 6"xd" U10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ��w , rA 11100. RPM 1 . rooting - see schedule F-16 FOOTING DETAIL SCALE 1/2" = 1'-0" tt5 bar Vert. w/ 30" overlap c at each filled ell Optional I" recess for waterproofing at slab verify with owner prior to construction 6" min. clear for termite protection A Grade do7-71 'rj z N � � SEE TYPICAL SECTIONS Provide 8" wide curb - verify height with step down and slope shown on foundation plan SB-1 - see slab bar schedule on foundation 4" concrete slab with fibermesh OR 6"xd" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill W I I I—IIII IIII—III I — F-If footing - see schedule 6" F-16 AT GARAGE CURB SCALE 1/2" = 1'-O" 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 sod 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 Digitally signed by Daniel R. Braden Date: 2020.11.04 10:15:00-05'00' �E � o N_ O ca O Y o T'S Hx � O c) 'o �w�00 M Uv'w COO ) Y O DATE DRAWN 9-25-20 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL tt: Olivia SHEET W fY OF 1. OJOB NUMBER: Q 20-2301 d. �4 °,PZ U770 Attic Ventino Calculations FBC R806.2 Total Attic Space = 4,8% sq. ft. Venting Ratio 1/150 = 32.50 sq, ft. required I" x 24" vent = 1.16 sq. ft 32.50/ 1.16 = 28.02 or 29 vents req. evenly spaced a BI L22 B Q BI BI .. w a ra o Southeastern Metals 24 gga 5v Crimp Metal Roofing Installed per to product approval FLU 111�5.1 (see product appproval form on sheet ttU over 30tt felt roofing underlayment over 19/32" COX plywood LLO BI attached to trusses per sheeting attachment diagram on roof plan - Hang beam on well -ng Simposn LGUM 210-2 4tithanger With (8) 3/e x 4" Man anchors into wall and (8) 114" x 2.5" wood screws into beam. Hold beam face in min. 3" from outside edge or wall for hanger flange BI See column cap on sheet 3. BI '♦ `\ `\ �'f1 C-3 `♦ ` 46 Coffer Ceiling `♦ \ I v at u'-o" a.f.f. \ ♦\ ♦ I W LLO BI L31 BI `♦ ♦` ♦ ♦` j n O ` \`♦ ♦\ i d) 1 �♦ \` ET 20 ♦♦ ` � \ ♦ \\ i BI 1 `\ `` . \♦ `\ j BI L12C B BI NN N 1 \\ `\♦ `♦ ♦ I ` `\ `\ ♦♦ ♦ ` ` \ ♦ ♦♦ 1 I Coffer Coding W L31 Bi'♦ ` \ ` ♦♦ `\ `♦ ♦\ \ ` ♦♦ ♦` `\ 1 1 \ 1 ♦ \ I L\ \ \ ♦ `♦ \ I BI ♦ ` ♦ PC2 ` C\.s E ED Tk SS'' S �, ♦ ♦♦ ♦` \1 2 o.c. SY ♦C l-x I sh \dr 1bkri s'b rflfy fas ura )` \ \`\ ``\ \` \\ ♦` \ BI 12 AHU tt� R ♦ `\ `\ \ \ ` `\ `♦ `\ I 1 x \ ♦ `` ♦ `♦ \ `♦ ♦ `\ ♦ \ I 1 L SLOPE L ♦ ♦ ♦ ♦ \ L22 BI sea led ledger \ `\ `\ `� ♦\ ` `♦ ` ` `\ 1 detail sheet thi \ \ \ ♦ ♦ \ ♦ \ 1 -- - `♦ \ L60 \ `\ \♦ �\ \ \ ♦ \♦ 1 \I ♦ ' ` BI I `♦ `\ `♦ I HE A 20 Bl ` \ �I `\\ `♦\ `♦+ A22" x 8L' telim Aeasi ♦ ♦ \ i I \ Ly 1 --- Coffer Ci g at u'-O" a.[.f. ` ` ` ♦ \ isSLO E Q III �'� II vil: = I II�1 1I� II! I j01®I I flit Porch Colling / at 13'-0' e.i'.f. C-1 C-2 Colima at 10'-01 as.f. StGrap Gi MT wit] eat in ba (22) IOd uplift - . before n Coffer Ceibngg at 12'-0" e.r.f. A-4-20 29" •use to wall using Simpson O.H din threaded rod wet i min. 12" embeddment and nails Into truss. Max. lbs. Strap to be installed sting is installed. ROOF PLAN SCALE 3/14" = 1'-0" Simpson HGUS 26-2 hanger at girder truss 5/8" dia. x 6" exp. anchor& filling all nail holes with ry ry bolts to be A325 Steel Ibd nails Hanger Capacityy: 10" 3" 12" Simpson HUB 26 Max. Gravitg 5,230 Ib hanger at each truss Max. Uplift 2,IS5 Ibs Bee truss engineering by • • • ILdnnl nail holes with nails others for actual loads 29" (V Install (4) 5/8" exp. anchors Install (2) 2" x 8" SYP 92 PT wood as shown near girder COSG ledger with 5/8" COX plywood plate between LEDGER DETAIL attached to wall to wall using 5/8" ilia. x 6" expansion anchors per detail on this sheet. Scale: 1/2" = 1'-0" ROOF PLAN TYPICAL ROOF NOTES: Scale 3/1C = I'—O" — Overhangs shall be 2'—O" 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 START OF FOUNDATION WORK for Strap and footing size verification. — TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. BI LILOB BI BI BI 22 II BI N W W B2 BI BI L31 BI 12 SLOPE 11. BI BI BI L31 BI L31 SLOPE IL W EL 0 v BI BI L22 BEAM SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and 1 45 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar cont over openings and use #6 bar cont. in lintels loacted at rear porch B2 (2) 1 3/4" x 16" 2.OE LVL laminated wood beam attach beam plies together using (4) IOd x 3" nails at 12" o.c. staggered each side Additional Precast Lintel 45 bare CLEAR L•—�' —�' 11—; CLEAR 8F8-OBAT 81-8-115AT BFS-I5/2T ' Additional = a5 bars CLEAR' '- ;acia` no Row of "H" - Block Above 1;a..`�;�; • Precast Lintel ' - Additional � _•` CLEAR—� 45 bars BFht-ID/IT BFIL-ID/2T NOTES: 1. m n. c verage of ate 1 S 2 inn. bearng req"red d=e" 3 standard for renf steel "ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length Clear Span "A" Bars -11 "B" Bars 2-10" 2'-8" 1'-6" 2#3 none 3-9" 2'-2" 2#3 none 9'-O" 3-10" 2'-8" 2 #3 none 9'-6" 9'-4" 3'-2" 2.43 none 5'-4" 5'-2" 4'-0" 2 #3 none 2#4 none none T_6" 1'-0" 6•_2" 2US none 8'-9" 0, 2,45 none ALL reinforcing steel Is grade 60. LINTEL SCHEDULE Mark in Unit width Lintel CC Sa ahcation 'H' Rome Above ottom Steiell 8¢e Suel Stan Most La) Max UpNt flai La n'al fla ) Dpth L22 2'-2' V-0 8F24-05/IT 1 85 1541 9L08 2354 2'-O'd L225 2'-2' V-L' 8F32-IB/IT ONE I a6 1 a5 IIA04 1.034 2,113 2'-8'd L31 2' 0 2 -8' 3'-r 4'-0' 8F24-015AT I a5 8A54 5.691 11138 2'-O'd L45 4'-5. 5'-10' 8F24-05/IT 1 86 4S1L 4.292 1306 2'-O'd LLO L'-8' T-V 8F8-05/1T 1 a5 1011 121 634 8"d L405 C-8' T-V 8F22-IB/IT 1 a5 1 a6 5381 2,4M IASS 1'-10•d LLOC c-8' T-V 8F32-I5/IT ONE I a5 1 a5 8.025 4A38 1,192 2'-8'd LLOD C-8' 1' 0 8F24-I5/IT I a5 8340 2.959 1,435 T-O'd L10 T-O' 8'-4' 8F24-IB/2T ONE 1 85 2 85 SA81 2.511 1.248 2'-O'd L108 T-O' 8'-4' 8F28-I5/2T ONE 1 86 2 a5 8,461 3,039 IAOS 2'-4'd LI00 10-0' II'-4" or8-IB/2T 1 85 2 a5 582 414 462 L1006 10-0' ll'-4' 8F30-11I ONE I a5 2 a5 3A43 2,204 1,412 2'-L'd L120 12'-O' 13'-4' BPS-IB/2T 1 85 2 a5 411 428 324 LI2013 12'-O' 13'-4" 8F24-IB/2T ONE 1 85 2 a5 2J93 IA49 IJIL 2'-O'd LILO IL'-O' IT-4' 8F8-IB/2T 1 85 2 a5 Soo 192 194 L1405 IL'-O' IT-4' 8F30-115/2T ONE I a5 2 a5 1.849 1,2L8 1,2L6 2'-L'd - 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 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 STRAPFING SCHEDULE HETA 20,, SIMPSON HETA 20 hurrlcani anchor at each truss supportinc Max. 1810 lbs. uplift. Strap sl have (9) IOd x 1 1/2" nails. BOTTOM CHORD TRUSS BRACING NOTES Contractor to brace all bottom chords in floor and roof trusses in the following manner: - install first row of truss bracing 30 from exterior walls and spaces 12' o.c. thereafter. - Install bracing on ang 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. L ' sea spaced per truss factures plans :al splice ach bracing to truss chord a (2) IOd nails in all Lions x 4" wood bracing bracing shall lap one truss ALL BRACING SHALL COMPLY WITH BCSI-B3 SUMMARY Ke Area Ede Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 �" 6" 8d ring shank lb psf Zone 3 �" �" 8d ring shank 84 psf ** Zone 3a 6" 6" tt8 wood screw 112.5 psf F � o N O ca oY O � III-f l� .... � � -a �wNoM No 00 Uv'w � U � E-I U L) a) Y O rn � C4 /'�11.0 IL E W uj � O . Z W tOD o Co � o Q> NNQ) U J Q OD OD U Q I Z c�v c�v # o � VOrr� � arm W x ,VIII T �L N N fo QL q Q 4-t tD mL DATE DRAWN 9-25-20 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL tt: Olivia SHEET W fY OF 1. OJOB NUMBER: Q 20-2301 Digitally signed by Daniel R. Braden Date: 2020.11.04 �L d'. �� �� oo o �® AR 0.770 (s Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# IIII .1 (see product approval form on sheet #1) over 301* felt roofing 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 1810lbs. 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" hiriblath 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 #5 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 furringfyfoll B1 strips ai I6" o.c. with R4.2 insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tye "M" onlg. - Provide Our-ORock at all wet areas (ex. showers, tubs etc...) Typical Wall Reinforcement see detail on sheet D-2 O O Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings base 4" concrete slab with Fibermesh OR board CX6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade I IIII-IIII ;IIII , III I 111111Y111111����111111,;�,,,_ IIII=j11 F-IL See detail on sheet 4. TYfi ICAL SECTION Scale 1/2" = 1'-0" Southeastern Metals 24 gga 5v Crimp Metal Roofing installed per product approval FL# 111-15.1 (see product approval form on sheet 91) over 309 felt roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. ISIOlbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on _ 2" x 6" Sub-Fascia`p L60D 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 T' x 24" aluminum screen vents - spaced evenly. 5/8" thick light textured stucco on typical concrete block construction 5/8" thick stucco over on 3/8" high rib lath on 15/32" COX Plywood nailed to trusses with IOd ring shank nails at 12" o.c. field and 6" o.c. edges. Install per ASTM C926-I1a and ASTM C10(3 O O i m 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 1SS�� L40 Filled Cell Masonry Column With One #5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location O' 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 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 SP4 strap with (6) IOd x 1 1/2" ceiling nails in each strap (2) 2" x 4" to% plate z I/2" drrywall on U 2" x 4' studs at 14" o.c. W N Q 2" x 4" Blocking U m Strap studs to plate using Simpson SP4 strap with (6) IOd x 1 1/2" nails in each strap w n 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 32" o.c. and min. 1" embedment with 2" washer Typical baseboard 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on 6 mil Visqueen over Clean compacted termite treated Fill footing see Foundation plan for size and steel req. Tgpical Interior Bearing Partition Scale: 1/2" = 1'-0" PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 Batts 5/8" drywall with smooth Finish LI60B is all three courses from the lintel to the top row of beam block Precast lintel filled with concrete and (1) 1*5 bar cont. See window schedule for sizes 1/2" drywall over 1" 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 "r , only. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) See door schedule for sizes 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over —clean compacted termite treated fill Scale : 1/2" = I'-O" 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 nstall door per product approval by mfg * e Drywall return Interior See typical wall sections for interior 7S drywall finish notes verify filled cell count per floor plans at window jambs Exterior Door Jamb Detail NTS Seal ALL concrete block jambs prior to buck per FBC R703.8 using any approved sealant VERIFY ALL SILL MATERIAL WITH OWNER PRIOR TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER FRIOR TO INSTALLING MASONRY 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 6" from corner and 14" o.c. max Exterior face of wall Varies I"x8" P.T. Buck 2 sides ff header Detail at Exterior S 0 D Doors NTS Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 111-1.1 (see product appproval form on sheet #1) over 30# felt roofing underlayment over 14/32" COX plywood attached to trusses per sheeting attachment diagram on roof pla_q� Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2' nails ( 24" o.c.) supporting Maxim 6 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/e" 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 a3/4" penetration into vertical wood framing members 2" cont screen vent Attic Venting Calculations FBC iR806.2 Total Attic Space = -4,8% sq. ft. Venting Ratio I/ISO = 32.S0 sq. ft. required 7" x 2,4" vent = l.l� sq. ft 32.S0/ 1.16 = 28.02 or 21 vents req. evenly spaced Drywall re Sill - ver material ar with owner to ordering PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" thick stucco over I BI on 3/8" high rib lath on 15/32" COX 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 D-2 5/8" thick light textured stucco on typical concrete - block construction 45 bar vert. w/ 3 0 ' overlap at each filled cell Verify step height on foundation plan IIII 1 u IIIIIII IIIIII-I 1-� 1 I1 III1 11= /4R PORCH SECTION Ex Int Window Jamb Detail Verify all stucco banding and trim per elevations Stucco return Attach window to block wall with 1/4" die. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c, max and 6" o.c. max from each corner thru 1" x 4" PT Buck See window schedule and floor plan for size and locations install window per product approval by mrg Drywall return See typical wall sections for interior drywall finish notes verify filled cell count per floor plans at window jambs Lintel - see plans for size and steel real. Attach wndw to block wall with I/4" dia. x 3' tap -eves weh nin. 1 1/2" penetrative at 12" o.c. max and t." o.c. max Prw each corner thru I" x 4" PT Buck stucco return NTS \ See window schedule and floor plan for size and locations Stucco finish over sill slope for drainage Pour concrete sill over tin cap Section Window Head it Sill 5/8" drywall with smooth finish R-30 Batts BI NTS 1/2" drywall over I" x furring strips at 14" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertainingASTM codes. Mortar to be Type "M" onlg. Provide Our-O-Rock at air wet O p areas (ex. showers, tubs etc...) 1 0 6 Fill 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 base 4" concrete slab with fibermesh OR board 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill � S 0 o N ,C� O N C O �x U II o bil oo U U y �3: o"�. a � � See detail on sheet 4. Digitally signed by Daniel R. Braden Scale : 1/2" I' Date:2020.11.04 10:14:21-05'00' n N N ll� W U1 o O W 75 " O .Z di Z W 00" O —1 < 00OD U <Q-I-rr Q I z S# N N O �VO�rM3� �W0 ro IL ILLN (�L_UNI__ 1-1--1 00 Q � .� 73 DATE DRAWN 9-25-20 DRAWN BY: c.c.u. CHECKED BY: MODEL U: 011v1a SHEET W W OF 1. QJOB NUMBER: 20-2301 o Dolt� 41. o AR 9770 Electrical SUM ol Legend S Single Palo Switch ® Recessed Can Light Sit Double Polar Switch ® Egeball Recessed Can Light Sb Dimmer Smash Exhaust Fan Pa Push Dutton Switch ¢ Ceding Mounted Light Duplex Outlet Well Mounted Light Special Receptacle Light With Pull Ghain (attic) Waterprod, ground fault intermeptin © Computer Connection Jack ® Floor Duplex Outlet �2 Flood Light ® Junction Box m Electrical Panel TQ Thermostat 8 Electrical Meter ® Central Vac A/C Disconnect ® Smoke Detector p�'� yy Ceiling Fan ® Television Jack Telephone Jack ® 2 x 4 Flora Brit Light ® I x 4 Florescent Light i❑ Intercom Ceiling Fan ® Speaker Hook -Up O Ceiling MountilcrLigh sine tgle ♦ Pendant Light ® IMotion Detector I closet light ) ® Carbon Monoxide Detector Pre -wire for grinder pump ELECTRICAL ELECTRIC NOTES: SCALE: 3/16 I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. S. Recessed cans to be installed per NFPA requirements. 6. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets Shall be protected by Combination -Type AFCI Circuit Breakers. -1. Tamper resistant AFCI receptacles to be installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. 9. ALL exterior outlets to be WP/GFCI protected. 10. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 5th ed. and current version of any supplements to the 5th ed. If. 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 1 duct or other approved material and shall have no openings into the garage. 15. Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** H.B. Install outlet -is" a.f.f. for hood 3" VTR JIL 1 13" I I BATH ,. A/C diac. Pool disc. Gnnder disc. (3) #3/0 copper feed 200 AMP 2" Conduit MCP PANEL 2" PVC ( Copper to rebor in slab ELECTRICAL RISER NTS PANEL "A" Poles SR Load Wire Deaavption ores area Description Wire Load BR Palos 2 40 1.0 Is s8 A/C coop 1 2 AHU s10 3.5 km 30 2 3 4 2 30 4.5 km a10 40 gal. sorer HTR 5 { R al 12.0 ku 50 2 � e 1 20 1.9 km a12 Water Pump 11 10 Dr er 810 5.0 ku 30 2 II 12 1 20 1.5 ko a12 Range Heed 13 14 Dahmuudier a12 1.2 Its 20 1 1 20 1.2 ku aD Clothes Waaher is If, Refrigerator a12 1.2 ko 20 1 1 20 .81 ke 912 Garage Door Opener 11 18 General Waiting a12 - 20 1 1 20 1.5 ko $12 Kitchen S.A.C. 19 20 General Lightng a12 - 20 I 1 20 1.5 ka $12 Kitchen S.A.C. 21 22 General Lighting a12 - 20 1 1 20 - K12 General Lighting 23 24 General Lighting a12 - 20 1 1 20 K12 General Lighting 25 26 General Lighting a12 - 20 1 1 20 912 General Lighting 21 28 Bathroom GPI 812 - 20 1 1 20 - $12 General Lighting 29 30 Put. Pod Equip. 810 2.8 ko 30 1 1 20 - $12 General Lighting 31 32 Gnnder Pump 810 1.8 ko 20 I 1 20 - $12 Bathroom GPI 33 34 1 20 - $12 Sauk. Dot 35 34 Disposal s12 1.0 Its 20 I 1 20 - $12 Smoke Dot 3 38 pare spare_ 39 40 -A O t-al - anal (3) s8 4.6 Ike 50 2 S are 41 42 PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Gen a al_.Lightmg_.(3.wattsaqft.)......................... Small Appliance .C.ircult(s) . . ...... ......... .Range......................................................... .Range. Hood .................................................. Refri.9Qrator.................................................. .Dish.Waaher................................................... Disposal....................................................... Clothea.Washer........., Clothes_.Dryer.......... ...................................... Water Heater Water Pump........... Pool. Equipment ............................................. .Garage. poor. Opener ........................................ Grinder. Pump ................................................. 3423 3 8,328 2 1,500 3,000 1 12,000 12,000 I LIDO 1,100 1 1,200 4200 1 1,200 1,200 1 1,000 1 1,000 1 1,200 4200 1 5,000 5,000 1 4,500 4,500 1 1800 1,800 1 2,800 2,800 1 810 810 1 1800 1,800 Total Watts 49xial First 10000 Watts e100% I 110.000 10,000 Remainder SaIJ14 e40% I O 15,412 Electric Heat or A/C 10.000 845% 1 I0,000 10,000 Calculated Load Watts 3SA12 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 148.64 Panel Size Required = 20OAmps M Sanitarg Riser Legend - Samtare line 7 Bath Tub 'P' trap --- Vent Line a7 Shower 'P' trap rr' Lavatory Trap r -' washing Machine Oran I-n Sink Trap rV Urinal LL Water Closet r Water Fountain Drain re-i Floor Oran Grinder Pump T' Clean Oat 1 .. 2- Vent thru Rod 2' Vent thru mall 1 2' F" Diameter Designation (2' da) NOTES: - ALL sanRarg pipe to be Schedule 40 PVC - Slope hell be no less than 1/8" per foot and no more than 1/4" per foot to sewer/Septic system ulgltally slgnea by Daniel R. Braden Date: 2020.11.04 10:13:51-05'00' mat 9 0 o 00 N O C) o N w N r ® O U o w�� 00 00 �C) < C14 Q-QLW o 0 W =3 " O z W moo O Q o�D OD � Q I-H rr6 Q I z (-1(-4 43 xt O N (Y (V Ir ir LU W so Q) L Uui �tLN to Q.1 � (n L DATE DRAWN 9-2S-20 DRAWN BY: c.c.U. CHECKED BY: D.R.B. MODEL 4: OIIVICI SHEET W QL OF 1. 0 JOB NUMBER. 4 20-2301 4. o, °o AR9770 o