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HomeMy WebLinkAboutAGH Olivia Plans 11-4-2033'-10" Square Footage Breakdown Total A/C Space = 3,089 sq. ft. Covered Porch Total = 241 sq. ft. Garage = 834 sq. ft. Under Roof Total = 4,184 sq. ft. 2 21 1 1 1210 0 0 I I ©o 0 i k E. 65,_411 H.B. c I r © N BEDROOM d) W 10'-0" A.F.F. Flat Ceiling 'i 5 Shelves 19'-2" EC M O � O m = BATH #3 00 10'-0" Flat bI Ceiling 10'-0" high soffit ap tc-D ' I ° COVERED PORCH *I B -I 10'-0" A.F.F. © ° NOOK ® I - Flat Ceiling rIlk 10'-0" A.F.F. O - Flat Ceiling 19'-2" ° o I MASTER z I BEDROOM i o0 000 © 000 00 o Coffer Ceiling I -- -------------------------- — ---- i — — — — — — — — — — — — — — — — — — — — — - --- — — — — II'-0" A.F.F. Coffer Ceiling I I I I I I I LIVING ROOM IT-O" A.F.F. L— — J 12 Coffer Ceiling I I Ln © Rod t Shelf I ©al M r--� #Hu� • I�� � OH IAp'ovel H 3 1 I III V�__� 1* `emu I I FOYER 1 A.F.F. Q 5 Shelves O °p Coffer Coffer Ceiling EGRESS Lu W _ D Lu MASTER BATH H D I I I I 0A = 1 H.B. � �� � � O � O cv '� TUB ' ENTRY 4 O Z -I oo Dt'i w Z 0E) 00 ( OD ©@ O 0D I 0 o C-2 = O• 00 Ceiling at 9'-4" a.P.P 5'-11, 40'-2" 2a`I" I T- C-1 DiNING I 12'-0" A.F.F. N Coffer Ceiling 14'-mil" 17' 2" 3 I I H.B. 30'-2" TEMPERED I o 0 0 t S� ell Linen Cab (�°�1 C c I ' BATH #2 -J 10'-0" Flat C Iln 0 BEDROOM= G #2 JA 10'-0" A.F.F. m Flat Ceiling r I m IColumn Schedule Mark Size and Description C-1 16" x 16" concrete block concrete and (1) #5 bar column vert. filling each cell solid with C-2 8" xx514" oncrbar ineetc block l. column filled wild with concrete and C-3 3 %2 " x 3 %2 " x %4 " typical steel column - see details 0 NO © ALL FLANGES TO BE 0A 1/4" THICK STEEL 50 KSI fF _____________ BASE PLATES TO BE 5/8" Rod t Shelf N THICK 50 KSI STEEL o m 2i�l BREAKFAST • crl • Flat Ceiling N_ fIrI ' PANT Y 5 Shelves �------ Des °mCI 00 A KITCHEN �_ °° N 10'-0" A.F.F. 0 Flat Ceiling w� > G G —REF—---------- I_M_ •� I d N #I m Plumb for I N O ABC ice maker Llri BEDROOM © LAUNDRY 414 10'-0" A.F.F. E Flat Ceiling EGRESS D -2" o r72;x3L� 5-10 A ►teK A«I�.I.,tr� I o E I o 0 w.H. cy 40 gal WH in with dram VVI I I I I I I I o GARAGE I I Provide framing I for panels) I I I I I in I m I 00 0 M 14'-2" 1J.,4' 23'-10" O 3/4' A325 throb& N m I' d►a prednlled hole Into tress FG5 C-5 COLUMN CAP DETAIL 9 3/4' A325 thrubolt m I' ilia predrdled hole Into trim FG5 See column cap detail on this sheet 3 1/2" x 3 1/2" x 1/4" thick steel column C-5 3/4' A325 tNvbolt in I' dia. pFG*,1ed hole into tram 5 nts 3 1/2" x 3 1/2" x 1/4" thick steel column /8" din. x 8" exp anchors concrete slab —'I 10" x 10" x 5/8" thick base plate prewelded to column Base Detail 10" x 10" x 5/8" thick base plate see detail on this sheet Secondary Pour Ib" x Ib" x 5"d to recess bolts I" leveling grout «' Footing -see foundation plan for size and steel requirements Tut)ical Steel Column Detail nts FLOOR PERM nts Window Schedule Mark Size Window Description R.O. Sizes I. 4'-5" x 2'-0" FIXED GLASS 54" x 25" poured sills 2. 6'-O" x 2'-0" TRANSOM 15" x 25" poured sills 3. I3'-I" x 5'-3" SINGLE HUNG 15" x 4. 6'-O" x 2'-0" TRANSOM 15" x 81 1/4" 5. 2'-2" x 5'-3" SINGLE HUNG 21 1/2" x 63 1/4" 6. 3'-I" x 5'-3" SINGLE HUNG -EGRESS 38" x 63 1/4" 1. 2'-2" 3'-2" SINGLE HUNG 21 1/2" x 63 1/4" 8. 3'-O" x I'-6" SINGLE HUNG 31" x 14" poured sills - ALL Windows to be white frames 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 - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description R.O. Sizes A 6'-O" X 8'-0" FRENCH DOORS 16 1/2" x 83" B C-O" X 8'-0" SLIDING GLASS DOOR 14" x 81 1/2" C 12'-0" X 8'-O" SLIDING GLASS DOOR 144 5/8" x 81 1/2" D 2'-L" X 8'-0" FRENCH DOOR 33 5/8" x 82" E 2'-8" X 8'-0" MASONITE - 20 MIN. RATED - 6 Panel F 3'-0" X 8'-O" INSULATED STEEL - Panel 39 5/8" x 82" G 2'-8" X 8'-O" MASONITE - 6 Panel H 2'-6" X 8'-0" MASONITE - 6 Panel J 2'-O" X 8'-Ou MASONITE - 6 Panel K 2'-6" X 8'-0" MASONITE - POCKET - 6 Panel L 2'-8" X 8'-O" MASONITE - POCKET - 6 Panel M 3'-0" X 8'-0" MASONITE - BI-FOLD - 6 Panel N 6'-0" X 8'-O" MASONITE - BI-FOLD - 6 Panel P 2'-6" X 8'-O" MASONITE - BI-FOLD - 6 Panel 0 2'-'4" X 8'-0" MASONITE - BI-FOLD - 6 Panel R I6'-O" X 8'-O" STEEL GARAGE S 10'-0" X 8'-0" STEEL GARAGE T I 1'-6" X 8'-0" MASONITE - BI-FOLD - 6 Panel - 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. SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS WITH DRY —LOCK CONCRETE SEALANT PRIOR TO BUCK INSTALLATION PER FBC R103A TYPICAL NOTES: SCALE 3/W' = 1'-0" 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 6. 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. `l. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan t 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 bg Governing Building Department survegor 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 bg 5/8" type "X" drywall applied to garage wall. 16. Garages beneath habitable rooms shall be separated from all habitable rooms above bg no less than 5/8" type "X" drgwall 1-1. ALL Floor to ceiling assemblies shall be protected bg 5/8" type "X" drgwall Digitally signed by Daniel R. Braden Date: 2020.11.04 10:15:17-05'00' QL Q a 0 k � O C U CZ o� N w N U 7 0 A4 � � M O QL lU o O Z > LoOD u O < " (N 13 U aD aD v OD I z rlcy # ~ O 17- 17- Cr _ Q3 � t! 1L d) < `r �B 4j A� DATE DRAWN 9-25-20 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL 011Via • • SHEET QL OF 1. Q JOB NUMBER: Q < 20-2301 o O° Ov�O�QRI3i D O O wv AR 9770 �o�a�D°O�OOa H.B. , 16'-8" Iq'-2" H.B. 30'-2" --------------- ------------------------------� 00 Ej 81 1 1 141 1 1 Oiii 0 0 0 0i O 00 - - - - - , I - -- ------------------------° O F-Ib 1 I O Fill cell with concrete and I I I I I v l(1)u5 bar vert. (typical). O 1 I Max. spanng shall not exceed m E I I T 32" unless otherwise noted to Recess 3.5 s w P, in ISloppe Slaq IL see foundation plan notes for for Shower N cos ,0.5" for spacing at openings Orai� I I ICI V 8l/p 2'-8"I I I I i 1oi 1 ° I SS-2 IL 00 - � I ICI 1 I I O I o SIB-ICO I I I 11-2-20 I I J o L -- — — — - - i DO 11201 1 1 1 ©E)�F--48 -T_8 F-IL 2 r J II C II _ I 1O� I I I I I I I m I I I.•I----� I I I ] 1 I in 4f 8� L - - - - C-3 i o I 14 I$�P O O O I 4" concrete slab with fibermesh OR I o I j 4 SB-� 6"xb" 410/10 WWM on 4 mil Visqueen over I v SIB-2I a I �v clean compacted termite treated fell LL i LL I O LLv __________ _ ___ ____, C.I;_ I DO 0 ► .� 000 00 I I f_ L- - - - - - - - - --------------� I'I I F-IGM 1 o I 1 ICI 1 N LLI I DW SIB -I I I I s Oa I I T oo I I �1LL 0dOl � I I 1 I I 4" concrete slab with fibermesh OR I o I 1 Cx6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill�> I I SB-I AHLII M. I I IApove� Fill cell with concrete and (l) u5 bar vert. (typical). #I — — Max spacing shall not exceed I I — 2 32" unless otherwise noted Fill cell with concrete and see foundation plan notes O (l) u5 bar vert. (typical). spacing at openings I I Max spacinsg shall not exceed 32" unlesotherwise noted see foundation plan notes for v r— spacing at openings F-16M 7 _ r---- m— !y/ -- M .milO TI N IOI — — — - 0 IT II-2-20 F 36 I I I = 1 0 - - - - - _ F_ 16---------- N T I I TUB 1 j N O T T T T T T T T O D _ o o a`_F-12----------------LLB SB-4 - = ----------------- m — 1=, Recess 3.5" I j o � �8L_ - H.BL_ rV----------- -- ---------- - I H.B. l i for Shower 1 N 1 p ILL o I l� T 1 -T_8 J O0 I "' I I I )(.`_JF-24�o 0 00Ho+ Qo01 F-3C I i i ir----- , i i$�P -----------I� ! 4" concrete slab wi h fibermesh OR ,- I I `oo I to rn U as OL fu I m 24'-6" 42'-2" FOUNDATION PLAN FOUNDATION NOTES: SCALE: 3/I6" = 1'-0' I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions prior to start of construction. 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be 3,000 F.S.I. concrete and/or 4,000 F.S.I. grout mix min. 4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed bg soil borings which shall be provided in writing to this firm bg owner/contractor prior to start of any construction. 5. Verify all recess thickness at shower floors, all floor finishes as selected bg 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 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 4'-0" to T-II" and Provide (a) 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) -1. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction S. ALL Reinforcing steel shall be grade 40, meeting ASTM A-14 and A-35 specifications. ALL Anchors to be A-30-1 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. aD I H 4 x6 410/10 WWM on 6 mil Visqueen over IL clean compacted to mite treated fill SLOPE 2" SLOPE 2" 22'-6" 23'-10" I I I 41 J I I I I I I I I I I I I I I I I �I T1 II I I 1Slab Bar Schedule Mark SIZE X Y z Type Spacing Notes SB-I #4 48' Standard 40' o.c. Tie to vert. wall steel Upturn Bar SB-2 84 48" 24" "Z' Bar 40' O.C. SB-3 84 48" 48" "Z' Bar 40' o.c. SB-4 84 12" Standard 40' o.c. Tie to vert. wall steel Upturn Bar X X STANDARD SLAB BAR STANDARD HOOK BAR Y Z House Slab X Verify � Slab Porch each location =� "Z" BAR EQUAL OR UNEQUAL LEG N STANDARD UPTURN HOOK BAR X N GARAGE SLAB STANDARD HOOK BAR (Where applicable — 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. STEELL I AT STEM TWALLSRWHEREAL FOOTING N THICKENED EDGES APPICABLE. Thicken edge to 8"x8" with concrete and one 45 bar continuous 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR SB-3 - see slab bar 6"x6" u10/10 WWM on 10 mil Visqueen over schedule on foundation clean compacted termite treated fill t12 " F-12 GARAGE STEPDOWN FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR SB-3 - see slab bar 6"xb" 410/10 WWM on 10 mil Visqueen over schedule on foundation clean compacted termite treated fill 48H c" 48" 6" ma L ;11 171-- 71 1 1 1 �rI v Old M 12" 16" ke F-I6M STEPDOWN FOOTING DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ SEE TYPICAL 30" overlap SECTIONS at each filled cell Optional I" recess for SB-1 - 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 6"x6" 410/10 WWM on 10 mil Visqueen over protection clean compacted termite treated fill Grade F-IL footing we schedule 16" F-16 FOOTING DETAIL SCALE 1/2" = 1'-0" Its bar vert. w/ 30" overlap filled at each cell Optional I" recess for waterproofing at slab verify with owner prior to construction 6" min. clear for termite protection Grade 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"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill rT C1 E CV E —IIII III F-IL footing - see schedule 16" F-16 AT GARAGE CURB SCALE 1/2" = 1'-0" Termite Protection for New Construction as per F.B.C. 181, .1 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, backf filling 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 bg 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 m Date: 2020.11.04 10:15:00-05'00' a Q� a Q a 0 k � o CC N V Cz O N w N� U 7 h� 03 O U � � M � a vow UHF-+ � O (`I W � U O > � v t T < 00 03 ~ O rr� Cq (0 UJ Q3�-) � r d) q) L_ < ' �B DATE DRAWN 9-25-20 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL 01IVId • • SHEET 04. LU QL OF 1. Q JOB NUMBER: Q < 20-2301 Total Attic Space = 4,8% sq. ft. Venting Ratio 1/150 = 32.50 sq. ft. required 1" x 24" vent = 1.16 sq. ft 32.50/ 1.1> = 28.02 or 29 vents req. evenly spaced Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLU 111�5.1 (see product appproval form on sheet 41) over 30 felt roofing underlagment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan - BI L31 BI BI Xl�\ BI Bi ♦ \ `�I 44, Coffer CedinggN at ll'—O" af.f. L31 BI ♦ � I 1 \ `. 1 BI \ \ \ I \ �\ �` \ �� d �`� •`� cOY 1 \ 1 W L31 B�'\ \ \ \ 1 1 \ BI 1 \ `` ` ` \` I ♦ \ `\ I IN '— — —L J BI AHU L SLOPE #� X. L22 BI see detail ledgd on tl sheet HETA 20 r---T - -- -- -� I % \ ♦ ♦ 1 '\ \ \ \ \ Coffer Cedingg at II'—o" a.f.f. n \, %,� \\ s •-- — � ♦� BI MIMI= __ !MMIM ROOF FLAN Simpson HGUS 26-2 hanger at girder truss filling all nail holes with 16d nails Hanger Capacityy: 10" 3 , Max. Gravityy 5,230 Ib Max. Uplift 2,155 lbs See truss engineering by others for actual loads Install (4) 5/8" exp. anchors `y as shown near girder C05G LEDGER DETAIL ROOF FLAN Hang beam on wall using Sim posn LGUM 210-2 hanger with (8) 3/8 x 4' titen anchors into wall and (8) 1/4" x 2.5" wood screws into beam. Hold beam face in min. 3" from outside edge of wall for hanger flange T BI L22 BI BI L22 BI BI BI v w a nil LLO BI BI H IIH I I IBI \ / BI L3I H I L31 BI 12 SLOPE L See column cap detail on sheet S. C-3 BI L 12CI B BI ` �. I -A. \ - - -- `♦ - \\ ---- ,\ ` ` -- \ -- \ \ 1 I Coffer Ceding l \\ ♦ % \\ `\ \ 1 at ll'—O" a.f.f. \ ♦ \ \ \ \ I I \\ \, ,`♦ I \ \, \♦ `\ \ \ I l ` ♦ \ ♦ \ \ \ \ •\ ♦ `� I /n4� 1.4 11 2 .Q.c. SY C I\ sh \ dr ibin s' b 0k of a1c urn ) \\ ♦ \` \` \ \ `\ \ ♦ `I • \ ♦\ \\ \\ \ `\ \ \ `% \ I \ I \\ ♦\ \ , \ ♦ ♦ \ \ L'0 \ ♦ \ \ \\ ♦ 7 \\ ` riiK xA«`pi HE A 20+ Bl % \ `\ \ `` ` I ` Lieh MM I \BI I - L SLO I - BI '' 22 TA 2 N LLOD Coffer Ceiling 04 20 _ .= at 12'-0' a.f.f. � O Porch Cedingg at 13'-0" a.f.f. C-1 II-4-20 C-2 Strap Girder truss to wall using Simpson MG T with (1) 5/8" dia threaded rod we .. \ set in beam with min. 12" embeddment and (22) IOd x 3" nails into truss. Max. Ceilin at uplift = 3,900 lbs. Strap to be installed 10'—O�' a.f.f. before roof sheeting is installed. SCALE SAL" = 1'-0" =" 5/8" dia. x 6" exp. anchors bolts to be A325 Steel N Simpson HUS 26 hanger at each truss • filling all nail holes with • • 16d nails Install (2) 2" x 8" SYP 42 PT wood ledger with 5/8" CDX plywood pplate between attached to wall to wall using 5/8" dia. x 6" expansion anchors per detail on this sheet. Scale: 1/2" = 1'-0" I I T-II..YcL Myyr- ix I =J: - Overhangs shall be 2'-0" unless otherwise noted on this sheet - Roof pitch shall be (: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 BI BI BI L1O BI BI L31 24" BI L31 O.H. '.. Im 111 12 -IF- SLOPE L W BI III IE 6l�llfE ®I II�I�I�I�I�II iE 1�1 I r BEAM SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and 1 #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) #5 bar cont over openings and use 46 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 u5 bars � „ Lintel Bar Clear A„B 'CLEAR Length Length Span Bars Bars 1. 2,tt3 none CLEAR 3'_6 3'-4" 2'-2" 2,#t3 none 8F8-05/IT 8F8-I5/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none 45 bars CLEA �'•:� 4'-6" 3'-2" 2,3 none "; r ' • me Row of "H' ";. Block Above 5'-4" 5'-2" 4'-O" 2,1x3 none :•r;..w :.:;';:• 5'-10" 5'-8" 4'-6" 2,#4 none Precast Lintel none Additional CLEA — 45 bars — T-6" T-0" 6'-2" 2,zrS none BFIL-IB/IT BFIL-IB/2T g'-4" �'-10" �'-O" 2,tt5 NOTES: none I. min. coverage of steel=1.5" 2. min. bearing required sea. end=8" ALL reinforcing steel is grade 6O. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of 'H' Block Above Baton Steel $ Top Steel $o' Max. Gravity Load (PLF) Max Upldt Load (PLF) Max Lateral Load (PLF) Depth L22 2'-28 V—L' 8F24-05/IT 1 u5 1.541 9.L08 2.35L T—O'd L225 2'-2- s' v 8F32—I5/IT ONE I u5 1 u5 11.804 1.034 2.119 T—B'd 1.31 2�_L8-� V-1- 4'-0' 8F24-05/IT 1 u5 8.054 5.591 1.138 2'-O'd L45 4'-58 5'-10' 8F24-05/IT 1 u5 4.514 4.292 1305 T-O'd LLO L'-8' T-A' 8F8-05/IT 1 u5 1011 121 534 B'd LLOB L'-8' T-L- BF22-I5/IT m' 1 u5 I u5 5381 2.419 1.435 1'-10-d LLOC L'-8' T-V 8F32-I5/IT ONE 1 u5 1 u5 8.825 4.038 1.142 2'—B'd LLOD L'-8' T-A' 8F24-IB/IT I u5 8360 2.959 1.435 2'-01d L10 1'-O' 8'-4- 8F24-IB/2T ONE 1 u5 2 u5 SARI 2.511 1.248 2'-08d L106 I T-0' 8'-4' BF28-I15/2T ONE 1 u5 2 u5 8.40 3.034 1A05 2'-4-d L100 10'-0' ll'-4' BPS-IB/2T I u5 2 95 582 494 452 LIOOB 10'-O- II'-48 BF30-I15/2T ONE 1 u5 2 u5 SA43 2.204 1.412 2'-61d L120 12'-0' 13'-4' 8F8-I13/2T 1 u5 2 u5 411 428 1 $24 L1205 12'-0' 13'-4' 8F24-I5/2T ONE 1 u5 2 u5 2J93 IA49 IJIL X-O'd LILO IL'-O' IT-4 8F8-IB/2T I u5 2 u5 300 192 194 LILOB IL'-O' 11'-4- OF30-I5/2T ONE 1 u5 2 u5 1.844 1.2L8 1.2L5 2'-0d - 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'-O" 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 STRAPPING SCHEDULE HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1810 lbs. uplift. Strap shal have (9) IOd x 1 1/2" nails. HET,4 20 BOTTOM CHORD TRUSS BRACING NOTES ontractor 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 or trusses. ..1_O L -' - -- Issas spaced per truss Iufactures plans ►ical splice tach bracing to truss chord ig (2) IOd nails in all ations x 4" wood bracing d bracing shall lap one truss ALL BRACING SHALL COMPLY WITH BCSI-B3 SUMMARY ROOF SHEETiNG .4TTACHMENT DEVIL_ I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood -4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Area Edge Field Fastener Pressure oKe Zone I 6" 6" 8d ring shank 45 psf Zone 2 .4" 6" 8d ring shank % psf Zone 3 .4 8d ring shank 84 psf ** Zone 3a 6" 6" #1:8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Digitally signed by Daniel R. Braden Date: 2020.11.04 10:14:34-05'00' k. E CC �o N V CZ O E N w N� a� h-0 O U =H1 � � M � a vow UW U3: O N 11! o O W=3 O < < ' Z > Ln OD u O OD OD< 5— v �� < I Z cy cy # ~ O ��� Cr aj U U B -4- cq _ Q3 � a) 1L d) r Q) L_ < �_B = aj L DATE DRAWN 9-25-20 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL 0IIVid • • SHEET LU W OF 1. Q JOB NUMBER: LL11 Q < 20-2301 Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLU 11115.1 (see product approval form on sheet 41) over 304 felt roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails ( 24" o.c.) supporting Max—, 18101bs. uplift Galv-Alum Metal drip on I" x 4" Drip on _ I" x 8" Fascia on `� 2" x 6" Sub -Fascia 7 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 45 bar vert. w/ 30" overlap at each filled cell 12 6 I� base board • • PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 Batts 5/8" drywall with smooth finish 1/2" drywall over I" x furring strips at 16 o.c. with R4.2 fyfoil 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" only. Provide Dur-O-�ock at all wet areas (ex. showers, tubs etc...) Typical Wall Reinforcement see detail on sheet D-2 Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade Grade HH _. IIII �I IIII IIII Ills ���� F -16 See detail on sheet 4. TYF1C/4 L SECTION Scale 1/2" = 1'-0" Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLU 11115.1 (see product approval form on sheet 91) over 30U felt roofing underlayment over 19/32" CDX 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. 1810lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" 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 I-3/4" penetration into _4 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 12 6 5/8 thick stucco over on 3/8" high rib lath on 15/32" CDX 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 C1063 ' O O cal 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 L60B L6o O i N Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location S1ngle Filled Cell Column NTS Filled Cell Masonry Column With One U5 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 �truss with (24) IOd x 1 1/2" nails in each strap 5/8" drywall Strap studs to plate using Simpson ceiling SP4 strap with (6) IOd x 1 1/2" nails in each strap (2) 2" x 4" too plate z O 1/2" drywall on ~ 2" x 4" studs at 16" o.c. U W `n 2" x 4" Blocking w Strap studs to plate using Simpson SP4 strap with (6) IOd x 1 I/2" nails in each strap W W `n 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 32" o.c. and min. T' embedment with 2" washer 6- Typical baseboard 4" concrete slab with fibermesh OR CxC 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill r~ footing see foundation plan for size and steel req. T�plcal Interior Bearing Flartltlon Scale: 1/2" = 1'-0" PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 Batts 5/8" drywall with smooth finish L160B 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 I" x furring strips at 16 o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. I Mortar to be Tye "To only. Provide Dur-O-Vock at air wet areas (ex. showers, tubs etc...) See door schedule for sizes 4" concrete slab with fibermesh OR CxC 410/10 WWM on 6 mil Visqueen over — clean compacted termite treated fill _ IIII- - II F-16M ENTRY PORCH SECTION Scale : 1/2" = 1'-0" Ex 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 See door schedule and floor plan for size and locations install door per product approval by mfg a Drywall return Interior See typical wall sections for interior \ \---- drywall finish notes verify filled cell count per floor plans at window jambs Exterior Door Jamb Detail SITS Seal ALL concrete block jambs prior to buck per FSC R703.8 using any approved sealant VERIFY ALL SILL MATERIAL WITH OWNER Plz101z TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER P2102 TO INSTALLING MASONRY Exterior face 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 9 P.T. Buck 2 sides t header D&tail at Exterior SGE) Doors NTS Southeastern Metals 2.4 ga 5v Crimp Metal Roofing installed per product approval FLU 11119.1 (see product approval form on sheet 41) over 30U felt roofing underlayment over 19/32" CDX 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—, ISIOIbs, uplift Galt' -Alum Metal drip on I" x 4" Drip on _ I" x 8" Fascia on `o 2" x 6" Sub -Fascia 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 2" cont screen vent i4tt1c venting Calculations FSC R80L2 Total i4tt1c Space _ .4,8% sq. ft. Venting patio VISO = 32.S0 sq, ft. required 7 x 2-4 vent = 1.1� sq. ft 32.S0/ 1.1� = 28.02 or 21 vents req. evenly spaced Drywall returr Sill - verify material and with owner pr to ordering 12 PRE-ENGINEERED TRUSSES 6 at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 5/8" thick stucco over B1 on 3/8" high rib lath on 16/32" CDX Plywood nailed to trusses with IOd L192 ring shank nails at 12" o.c. field and C 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/ 30" overlap at each filled cell Verify step height on foundation plan _���� ���� IIII IIII IIII _IIII REAP 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" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and C 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 interior drywall 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. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru l" x 4" FT 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 Sill IEy base board NTS 5/8" drywall with smooth finish R-30 Batts 1/2" dr wall over I" x furring strips a� IC o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. "1"I Mortar to be Type " only. Provide Dur-O-Rock at Y. wet O p areas (ex. showers, tubs etc...) O cy Fill cell with concrete and (1) 1*5 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 6"xC 1*10/10 WWM on 6 mil Visqueen over —clean compacted termite treated fill ' IIII= F-16M See detail on sheet 4. Scale 1/2" �11 � o � U N ,_; � C o� DIM r- Q7- x U CZ w�00 � � M L) [� r -4 1A"D� Digitally signed by Daniel R. Braden Date: 2020.11.04 10:14:21-05'00' N m o O W L5 U O 'zW���o < OD� < z NN It CA CA O ��� cr Q� 0 Co cal (� ~ U Lq x -1L � LL IL < 3 n� 73 DATE DRAWN 9-2S-20 DRAWN BY: C.C.U. CHECKED BY: D.r�.B. MODEL 4: 011vla SHEET LU QL OF -1. Q JOB NUMBER: Q 20-2301 Electrical S mbol Ld S Single Palo Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Can Light Sb Dimmer Switch -0- Exhaust Fan P Push Button Switch Ceiling Mounted Light "9 Duplex Outlet ♦ Wall Mounted Light -0 Special Receptacle Light with Pull Chain (attic) mW Waterprool ground fault interruptet © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Banc m Electrical Panel TQ Thermostat 8 Electrical Meter ® Central Vac AC DISC A/C Disconnect ® Smoke Detector Ceiling Fan ® Television Jack © Telephone Jack ® 2 x 4 Florasqent Light ® I x 4 Florescent Light ❑t Intercom Ceihng Fan ® Speaker Hook -Up 0 Ceiling Mount Lig t ome ty e ♦ Pendant Light ® Motion Detector ( closet light ) ® Carbon Monoxide Detector Pre -wire for grinder pump ELECTRICAL ELECTRIC SCALE: 3/16" = 1'-0" 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 outl 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. q. 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. 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: 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 15" a.f.f. for hood (3) u3/0 copper feed 2" Conduit 2" PVC ( to FPL A/C disc. Pool disc. Grinder disc. 200 AMP PANEL Copper to rebar in slab ELECTRICAL RISER NTS BATH ft PANEL "A" Poles BR Load Wire Description circa circ# Description Wire Load BR Poles 2 40 1.0 kw u8 A/C comp 1 2 AHU #io 3.5 kw 30 2 3 4 2 30 4.5 kw ttlo 40 gal. water HTR 5 L Range #4 12.0 kw 50 2 � g 1 20 1.8 kw 412 Water Pump 9 10 Dr er x10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 Range Hood 13 14 Dishwasher u12 1.2 kw 20 1 1 20 1.2 kw #12 Clothes Washer 15 1� Refrigerator u12 1.2 kw 20 1 1 20 .81 kw u12 Garage Door Opener Il is General Lighting a12 20 1 I 20 1.5 kw u12 Kitchen S.A.C. 19 20 General Lighting u12 20 1 1 20 1.5 kw u12 Kitchen S.A.C. 21 22 General Lighting u12 20 1 1 20 s12 General Lighting 23 24 General Lighting u12 20 1 1 20 #12 General Lighting 25 21. General Lighting u12 20 1 1 20 #12 General Lighting 2-1 28 Bathroom GFI #12 20 1 1 20 u12 General Lighting 29 30 Fut. Pool Equip. #10 2.8 kw 30 1 1 20 u12 General Lighting 31 32 Grinder Pump xlo 1.8 kw 20 1 1 20 u12 Bathroom GFI 33 34 1 20 #12 Smoke Det 35 36 Disposal 412 1.0 kw 20 1 1 20 u12 Smoke Det 31 38 spare spare 39 40 Optional b- anel (3) u8 9.6 kw 50 2 spare 41 42 PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Range Hood Refrigerator Dish Washer Disposal Clothes Washer Clothes Orger Water Heater Water Pump Pool Equipment Garage 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 1 1,800 1,800 Total Watts 49.19 First 10000 Watts 9100% 1 10,000 10,000 Remainder 39,119 e40% 1 O ISA-12 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 3SA12 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 148.64 Panel Size Required = 20OAmps M I Sanitary Riser Legend I Sanitary has wTr Bath Tub 'P' trap - - - Vent Line Shower 'P' trap ryv i Lavatory Trap r ' Washing Machine Oren ru' Sink Trap r Unnal Water Closet r ' Water Fountain Drain Floor Oran L9§ Grinder Pump T' Clean Out ;r VIM 2' Vent thru Roof r sl 2' Vent thru way 2' Pips Diameter Designation (2' da) NOTES: - ALL sanitarg pipe to be Schedule 40 PVC - Slope hall 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' m 0 x � o � U CN'Cz o� o �Q� H� U 03 AC u! o O ..z W �' Lo�" O - � < ao ~ O ��� Cr _ Uj � � lL 4-) r in < �B 10 = 4j DATE DRAWN 9-2S-20 DRAWN BY: C.C.U. CHECKED BY: D.i'.S. MODEL O1IVId • • SHEET LU W OF 1. Q JOB NUMBER: Q < 20-2301 re't" ° °° 7 R.13RAD�� o ®® �n aft 9770 p�Ol ° o �Q�� o a�fi' "" nflR