Loading...
HomeMy WebLinkAboutAGH Olivia GL PlansI m N I LO N 0 N TEMPERED u 0 0 0 0 0 0 od ! Shelf EMPERED Cab r Q 1 I I BATH #2 I0' O" Flat Ceiling <r BEDROOM #2 m 10'-0" A.F.F. Flat Ceiling o- -------- -------------- N „ Rod E Shelf REAKFAST 10'—O" A.F.F. Flat Ceiling iv PANTRY Shelves ----- �\ O ® DW 1 o ,l o t II °° 141-0„ N - °O ((I)°° I N KITCHEN 10'-0" A.F.F. OL �o Flat Ceiling _A < / C416` r \ REF (y ---------- 1 v ---- I.M. ABC N I Plumb for ice maker BEDROOM O # 4 O 10'-0" A.F.F. LGRS Flat Celling is' -loll H.B. METER 0 C- EL BEDROOM N �3 10'-0" A.F.F. Flat Ceiling 5 Shelves ILA BATH #3 10'-0" Flat 0D Ceiling H.B. 33'-loll I © Square Footage Breakdown Total A/C Space = 3,089 sq. ft. Covered Porch Total = 261 sq. ft. Garage = 834 sq. ft. Under Roof Total = 4,184 sq. ft. �r 19'-2" m 81_411 00 r 1 I � 00 COVERED PORCH? © 10'-0" A.F.F. Flat Ceiling O 19'-2" r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 20'-2" 1 I I I ll'—O' A.F.F. 1 I I Coffer Ceiling I I 1 I I I cal I 1 LIVING ROOM 12'-O" A.F.F. I I Coffer Ceiling C-3 I I I _ I I � I LAUNDRILI n-.Zr 5'-11" r 22' x 30 m Xttic Access w pth p.c. hghti L �c J O See typical beanng wall 2 3 -1 A.*ml .�n sheet D-1 for DINING �y 12'—O" A.F.F. Ah Coffer Ceiling u See typical bearing wall H.B. 3. IT' 2" 3• _ detail on sheet D-I for N stud and blocking size. %2 40 gal WH in pan OLO with dram I I I I I I I I I I GARAGE 1 I rovide framingg 1 for panels) 1 I I I I I I I I I r------------ ------------ I I I I I I I I I I I I I I I I I 4'-10" 1� i OD 1 Ln m C-1 ind blocking size. _ FOYER 12'-0" A.F.F. %i Tcc EGRESS Vy N ENT OY T-& o 1 C-2 00 0 0©o10'— �Oo I I ; O I I I 1 1 0 I 1 1 0 I I I 1 1 MASTER 1 1 0 o ; BEDROOM ll'—O" A.F.F. 1 I O I Coffer Ceiling I I I � 1 O I I I I 1 1 $ I I I I 1 1 1 1 10 I I I �, 2„ �„ 3' �„ �„ 1 I 2„ O O L Rod t Shelf ----- -- 6'-2" ------- I w j I N'e°I _ _ - �AHU i I I as x qq #I u1 � I b v,el I I L3v �NI �__� O = O C 5 Shelves J - O O O IIII���� O D ►� a, w MASTER BATH Lu w I I O I O I I O H nn 1 --- ° --- 1 O o-� w Lmew Draei m w � inRam /O ro Q lnl ►a..e 177n 7 n 1 1 1 IF.n OCeding at 00 LO I N I <r Column Schedule Mark Size and Description C-I 16" x 16" concrete concrete block and (1) #5 bar column vert. filling each cell solid with C-2 8" (1) x 16" concrete #5 bar in each block cell. column filled solid with concrete and C-3 4" x 4" SYP #2 wood Post FLOOR FL/4N Window Schedule Mark Size Window Description R.O. Sizes I. 4'-5" x 2'-0" FIXED GLASS 54" x 25" poured sills 2. 6'-0" x 2'-0" TRANSOM 15" x 25" poured sills 3• 3'-1" x 5'-3" SINGLE HUNG '15" x 8-1 1/4" 4. 6'-0" x 2'-0" TRANSOM '15" x 87 I/4" 5 2'-2" x 5'-3" SINGLE HUNG 21 1/2" x 63 1/4" 6 3'-1" 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'-0" x 1'-6" SINGLE HUNG 3-T" x 19" 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'-0" X 8'-0" FRENCH DOORS % 1/2" x 99" B 6'-O" X 8'—O" SLIDING GLASS DOOR 14" x 91 1/2" C 12'-0" X 8'-0" SLIDING GLASS DOOR 144 5/8" x 91 1/2' D 2'-6" X 8'-0" FRENCH DOOR 33 5/8" x 98" 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 98" G 2'-8" X 8'-0" MASONITE - 6 Panel H 2'-6" X 8'-0" MASONITE - 6 Panel J 2'-0" X 8'-0" MASONITE - 6 Panel K 2'-6" X 8'-0" MASONITE - POCKET - 6 Panel L 2'-8" X 8'-0" MASONITE - POCKET - 6 Panel M 3'-O" X 8'-0" MASONITE - BI-FOLD - 6 Panel N 6'-0" X 8'-0" MASONITE - BI-FOLD - 6 Panel P 2'-6" X 8'-0" MASONITE - BI-FOLD - 6 Panel Q 2'-4" X 8'-0" MASONITE - BI-FOLD - 6 Panel R 16'-O" X 8'-0" STEEL GARAGE S 10'-0" X 8'-0" STEEL GARAGE T I'-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. N 05 o �x E � o � � M U � � � a ca 1 � y r- �CL� EN (n [L [�[LU 6 W :3 k)CA O CA 00 0D L z OD OD it 1 O �~Orr a 73 m ~ (� W x� J +, L U to U_10 N r � SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS < WITH DRY -LOCK CONCRETE SEALANT PRIOR TO `n 0 BUCK INSTALLATION PER FBC R103.4 TYPICAL NOTES: SCALE 3/16" = 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 F.S.I. fiber stress. 4. No dissimilar metals to touch. S. 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. q. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan $ Drain at water heater in accordance with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15. The Garage shall be separated from residence and the attic area by 5/8" type "X" drywall applied to garage wall. 16. Garages beneath habitable rooms shall be separated from all habitable rooms above by no less than 5/8" type "X" drywall 11. ALL Floor to ceiling assemblies shall be protected bg 5/8" type "X" drywall Q.�co 73 DATE DRAWN 2-22-21 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL: .. OLIVIA GARAGE LEFT Q SHEET Q 3 . OF 8. w JOB NUMBER: '-1 20-2302 ����O.D00000 0� O o°oDo�G�Q•�o 0 °° °°o o°O. 00 JFa Digitally signed by o ®��L �� oo e o o ° c Daniel R. Braden . r° A°977® f Date. 2021.02.25 0Q0 ° °° 14:43:28-05'00' oo� o ��n000 I - 30'-2" 19'-2" 16'-8" _ I H.B. ---------------- --- 00 (7 i i i 0 O O ( 0 00 �O ------- ----------- __ ------ 01- --- I � I I l F-16 I I 1 0 I 1 0131 1 11 j Fill cell with concrete and E: 0 I -I Lo I 0 Is ow R Recess 3.5" m d) (1) #5 bar vert. (typical). Max. spacing shall not exceed �a T I 1 I I f Los a for Shower 32" unless otherwise noted see foundation notes for �I l p. SlarI plan I 1 for spacing at openings drainage drams I01 I I � I 4" ist , Ip 1 , I I01 I , , � II SB-2 Ill 1 91 I , � l I I I 1 -41 I 1 -4 1 I 1 -+ I ° 1 4'-O„ I I 1 I I I SIB -I I 0 I , l , 1 I �l I I I I HI F-36 I01 fJ L-1 1 -�-- I I 1 I L----------------------, I I 0 ------------------- O 0 O ©OI I I T_8 L, o rj --------�-16--------i o r-J--F-36 I 1 I I 1 0 1 I I i I I I I I I I©I I I N 101 IoI 4' i8t dip o 0 4• S�irp O I 4" concrete slab with fibermesh OR 2, 6 x6 410/10 WWM on 6 mil Visqueen over SB-2 clean compacted termite treated fill X:I = ); _ Uj, , No SB-2 l�LI IIIIIFFo__ I{ _ IIII I -�1 Ii;- I j I I ---J 0 I 1L O I _;I 100 DO0 r0 00 I I I II '----------- - - - - - - ----� I I of F-16M I I � C4 I I I IU- 101 1 i 101 II DW I I SB-I ° I F- I' I I IOo �101 °° TI I I I °° lL I I ©i00 4" concrete slab with fibermesh OR C-3 2 O I I 6"x6" 410/10 WWM on 6 mil Visqueen over I I 101 clean compacted termite treated fill Strappost to foundation I I O usingSimpsonABU 44 I I 1 0 1 \ ti i REF Post base with (l) 5/8" I r I I threaded rod set in predrilled I I I Siean embedmentilled a d hole ll all with nail in. holes I I I R with 16d x 3.5" nails. 1 1 I�'41u I I Fill cell with concrete and I 14bov\e l I I #1 I I D 45 bar vert. (typical). SB-5 I I Max. spacing shall not exceed 1, _ 2 8 _ 8 �bT I I 32" unless otherwise noted I 1 0 i see foundation plan notes for I r Fill cell with concrete and I spacing at openings Q I I - (l) tt5 bar vert. (typical). _ , I { I Strap post to foundation - I I T Max. spacing shall not exceed I - i I 32" unless otherwise noted - _� using Simpson ABU 44 I I Post base with (l) -4-4 e I I see foundation plan notes f r O I F spacing at openings 1 -4I threaded rod set in predrilled -16M I I -� -O clean epoxy filled hole with min. Q i - - - - - - - I I I I 8" embedment and fill all nail holes da �i 1 0 1 with 16d x 3.5" nails. d) O O I I I I II O r- I I m F-16 u, I I I I j C_3 N 0 --r---r---r-�-r- - 1 0 1 !� _ -16M __1 0o O DO O 00 I a I I F------- ------�� 1 0 1 ----- d O --- -------------- ---- m -� N SB-4 TUB I I H.B. 1---------- -- -----------------I i H.B. _ T-8 I I r —zn l I Recess 3.5" , -2 I `9 for Shower UI I I I a I �" I 00 _ I I i 10 I J - I 0O ltL m I SB-4 r j '1' 6 J T S 1 0 1 o- b I I 0 I L © J ap 1 z Dram ZI I F-24 m a'-o° o F 6 _l,Q J o I I I F- 6 1 0 0 O Head 0 0 O 0 0 1 Step I I C II CO _2 L------� �--F-I6 I o f 1 = I o o-T-T-T-T-T- - o o I I ---------- I I � 4" concrete slatwith fibermesh OR L _ J METER 6"x6" 410/10 WWM n 6 mil Visqueen over 1 clean compacted termite treated fill I 001 0 I NEL I HI v N-1 I O I SLOPE 2" I =� I lY 1 SB-4 I o0 Ln 5,_I„ I I m 24'-6"Z__ I I I 42'-2" I I m I I I I r -I- IoI 1 I I I I 1 �1 1Ip 0 1 cli O I IOI Y-,-_j F-24 I of I 00 I =° SLOPE 2" 1 - al) N O 1 I I rn v 0 I 22'-6" 1 �L I IoI F-24 I I r--, I I F-16 d) O I� 1oL----------------------------- (1 I E)S11 I O 17-7-777 I I R0 i 0 0 0 I L_ _ _ _ _ _ _ _ _ _ _ -- -_ _ _ _ _ _ _ _ _ _ _ _ _ 1 23'-10" .B. 11 1 Footing Schedule Mark Size and Description T-8 Thicken slab edge to 8" x 8" with (1) #5 bar cont. F-12 SEE STEP DETAIL ON THIS SHEET F—I( I6"w x I6"d concrete monolithic footing with (2) #5 rebar continuous and #5 transverse bars at 32" o.c. F—I6M gg(bottom) SEEXSTEPcDETAILmONi THIS SHEETh (2) #5 rebar continuous F-24 Thicken slab to 36"w x 361 x I6"d concrete pad footing with #5 rebar at 8" o.c. each bottom steel. F-36 36"w x 369 x I6"d concrete pad footing with #5 rebar at 8" o.c. each bottom steel. F-48 48"w x 48"1 x I6"d concrete pad footing with #5 rebar at 8" o.c. each bottom steel. I Slab Bar Schedule I Mark BAR X Y z Tgoe Spacing Notes SB—I #4 48" Standard Upturn Bar 40" o.c. Tie to vert. wall steel 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 Upturn Bar 40" o.c. Tie to vert. wall steel SB-5 1 #4 1 48" 1 FLAT 40" o.c. X STANDARD SLAB BAR Y Z House Slab Verify Forc Slab h each location "Z" BAR EQUAL OR UNEQUAL LEG X N STANDARD HOOK BAR X N�J 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. BARS CAN ALSO BE LAID SIDEWAYS AND TIED TO HORIZONTAL FOOTING STEEL IN THICKENED EDGES AT STEM WALLS WHERE APPICABLE. Termite Protection for New Construction as per F.B.C. R318.1 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 f ramed. 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 FCIJNDA470N PLAN 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" = I'-O" 4" concrete slab with fibermesh OR SB-5 - see slab bar 6"x4" #10/10 WWM on 10 mil Visqueen over SChedUle on foundation clean compacted termite treated fill d) I � IIII � N 16" (2) 45 bars cont. F-171 FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR SB-3 - see slab bar 6"xC 410/10 WWM on 10 mil Visqueen over SChedUle On foundation clean compacted termite treated fill \ / 48" 4', II 48" 6" ma -1111 Jill Jill iiii III "I IIII IIII IIII IIII IIII. 12" 16" F-I6M STEPDOWN FOOTING DETAIL 45 bar vert. w/ 30" overlap at each filled cell Optional I" recess for waterproofing at slab verify with owner prior to construction 6" min. clear for termite protection Grade\ SCALE 1/2" = 1'-0" SEE TYPICAL SECTIONS 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 E NEWHR IIII— m F 3 'F-I6 footing - see schedule h16" F-I� FOOTING DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap ------ at each filled cell Optional I" recess for waterproofing at slab verify with owner prior FOUNDATION NOTES: SCALE: 3/16" = 1'-0" to construction 1. Any changes t0 plans must be submitted t0 the architect 6" min. clear for termite for approval before proceeding with construction. protection m 2. Contractor shall be responsible for verification of all notation and dimensions Grade _ prior to start of construction. (14 -1 _ 3. ALL Concrete used for slabs shall be 2,500 PSI concrete min., and ALL r, d f i f Il d 11 1-- N E = IIII IIII= oncrete use or vertica 1 e ce s, continuous. tie earns etc.. to shall be 3,000 P.S.I. concrete and/or 41000 P.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 ang construction. S. V erif g all recess thickness at shower floors, all floor finishes as selected bg owner, door sills � thresholds etc.... prior to placing ang slabs. �. 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 t to 5'-11" wide. Provide (2) filled cells on each side of openings from �'-" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang 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 Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 8. ALL Reinforcing steel shall be grade �01 meeting ASTM A-I� 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 TART OF FOUNDATION WORK for strap and footing size verification. 11. Contractor to compact clean fill to 95% of the dry densitg prior to placing slab. 12. All Concrete stoops shall slope swag from building for drainage 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 ���IIIBIIIBIIIE v�a I I I It ICI- IIII- • IIII F-16 footing - see schedule IU 6 F-I� AT GARAGE CURB SCALE 1/2" = 1'-0" m 0 CD e m m Q N W LUm LU L-5 " O .. LU M < Z i' Ln " O CA C4 00 0D 0 f— f— L < Z OD OD # 1 CA Cl CA CA a - 73 co ~ (� W x� LIL J N DATE DRAWN 2-22-21 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL: 0 L I V I A GARAGE LEFT Q SHEET OF 8. w JOB NUMBER: '—' 20-2302 non w O �U­�OQDO000 0 Oo p GH Q o0 o 0 Digitally signed by Daniel R. Braden Date: 2021.02.25 14:43:01-05'00' Attic Venting Calculations FBC R80�.2 Total Attic Space = -4,8% sq. ft. Venting Ratio 1/150 = 32.50 9q, ft. required q, evenly spaced son en Strap Gi MG T str embeded (22) IOd Strap ti using (2. one eac i SE/4Y SCHEDULE Mark Size and Description B1 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 4� bar cont, in lintels loacted at rear porch B2 (2) 1 3/4" x 1i�" 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 42 wood beam Additional Precast Lintel #5 bars CLEAR r r CLEAR CLEAR CLEAR 8/8—OU/I1- 8/8—IU/IL 8/8—IU/2L Additional Additional #5 bars #5 bars CLEARf., "Z. ne Row of "H" One Row of "H" Block Above Block Above Precast Lintel r 7 r Precast Lintel r 7 \ Additional I \ Additional \ '' I CLEAR — �i #5 bars �- — CLEAR —`� #5 bars CLEAR — 8/I6—IU/IL 8/I6—IU/2L 8/24—IU/IL 8/28—IU/IL NOTES: NOTES: I. min. coverage of steel=1.5" 2. min. bearing required 5 ea. end=8" 3. standard for rein{. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Max. Max. Max. or D oor Gravity Uplift Lateral Mark Unit Lintel Height Bottom Size Top Size Load Load Load Width Size Specification Steel Steel (PLF) (PLF) (PLF) L22 2'-2" V-0 24" 8/24 IU/IL I #5 1 #5 10000 9518 1250 L31 2'-6" 4'-0" 24" 8/24 IU/IL 1 #5 1 #5 10000 1184 933 2'-8" L45 4'-5" 5'-10" 24" 8/24 IU/IL 1 #5 1 #5 1414 4014 651 11-60 6'-8" 1'-6" 24" 8/24 IU/IL I #5 I #5 4013 2436 804 L60B 6'-8" 1'-6" 12' 8/12 IU/IL 1 #5 1 #5 1129 1021 534 L60C 6'-8" 1'-6" 6" 8/6 IU/IL 1 #5 1 #5 113 538 804 L6OD 6'-8" 1'-6" 24" 8/24 IU/IL I #5 1 #5 4014 2436 804 LZO 1'-0" 8'-4" 24" 8/24 IU/IL 1 #5 1 #5 4908 1992 646 LZOB 1'—O" 8'-4" 28" 8/28 IU/IL I #5 1 #5 6818 1992 646 11-I00 10'-0" ll'-4" 24" 8/24 IU/IL 1 #5 1 #5 1 2694 1138 415 L120 12'-0" 13'-4" 24" 8/24 IU/111- 1 #5 1 #5 2041 866 340 LI60 I6'—O" IZ'-4" 24" 8/24 IU/IL I #5 1 #5 1413 501 336 - ALL LINTELS SHALL BE MADE BY LOTTS LINTELS - LINTELS SHALL BE FILLED 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 _ filling all nail holes with 16d nails cv Hanger Capacity: Max. Gravityy 5,230 lb Max. Uplift 2,155 Ibs See truss engineering by others for actual loads _I =r N (V Install (4) 5/8" exp. anchors as shown near girder C05G LEDGER DETAIL Scale ROOF FL,4N ci J 24" 5/8" dia. x 6" exp. anchors bolts to be A325 Steel STRAFFING SCHEDULE HETA 20 3I1'11"SON HETA 20 hurricane anchor at each truss supporting Max. 1810 lbs. uplift. Strap shal have (mil) 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 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. ,usses spaced per truss nufactures plans 1Pical splice ttach bracing to truss chord ,ing (2) IOd nails in all cations " x 4" wood bracing od bracing shall lap one truss ALL BRACING SHALL COMPLY WITH SCSI-B3 SUMMARY . . .. . . . . .. . . WAR Simpson HUS 26 hanger at each truss ® filling all nail holes with ® ® 16d nails Ke Area Edge Field Fastener Pressure Zone I Sd ring shank -45 psf Install (2) 2" x 8" SYP 42 PT wood ledger with 5/8" CDX plywood plate between attached to wall to wall using 5/8" dia. x 6" " = expansion anchors per detail on this sheet. I/2I O TYPICAL ROOF NOTES: Scale 3/16" = 1'-0" — Overhangs shall be 2'—O" 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 1='rior 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. I7i Digitally signed by Daniel R. Braden f e. Date: 2021.02.25 14:42:36-05'00' LLI Z � � " O DRAWN 2-22-21 DRAWN BY: c.c.u. CHECKED BY: ID. R.E3. MODEL: OLIV1A GARAGE LEFT D M OD > SHEET OF 8. JOB NUMBER: 20-2302 ?�•'• Ar�»7o ;�V �••TFRED •ARG �1 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) lod 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 `,,J 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 TO 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 i PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by 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 Our-0- at all wet areas (ex. showers, tubs etc...) Typical Wall Reinforcement Ex see detail on sheet D-2 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 1"x8" P.T. Buck 2 sides it 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 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) 45 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 fibermesh OR Exterior Door Jamb Detail 6"x6" 410/10 WWM on 6 mil Visqueen over Exterior clean compacted termite treated fill NTS Grade Grade it IIII IIII Ills ���� F -16 See detail on sheet 4. TYFIC/4L 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) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift Galv-Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x C Sub-Fascia`o L6OD 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 horizontal wood framing and 3/4" penetration into vertical wood framing members Provide TO x 24" aluminum screen vents - spaced evenly. 5/8" thick light textured stucco on typical concrete block construction 12 6 Scale 1/2" = 1'-0" 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 -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 L6OB N L6OC Seal ALL concrete block jambs prior to buck per 1=BC R703.8 using ang approved sealant Drywall return Sill - verify material and s with owner pri to ordering VERIFY ALL SILL MATERIAL WITH OWNER PRIOR TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER PRIOR TO INSTALLING MASONRY PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 Batts 5/8" drywall with smooth finish 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. Mortar to be Tye "r"i" only. Provide Our-0- at air 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 TR\r FORCH SECTION Scale 1/2" = 1'-0" Er Int Window Jamb Detall 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 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 I/2" penetration at 12" o.c. max and 6" o.c. max from 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 Sill 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) 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 `p 2" x 6" Sub -Fascia 6/8" 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 NTS 12 PRE-ENGINEERED TRUSSES 6 F at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" thick 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 D-2 5/8" thick light textured stucco on typical concrete - block construction #5 bar vert. w/ 30" overlap at each filled cell Verify step height on foundation plan7 M — it ,5 �� � L�77�� � 111 IIII IIII IIII REAP PORCH SECTION 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 I/2" nails in each strap (2) 2" x 4" totl plate '----1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" Blocking W ai Strap studs to plate using Simpson w SP4 strap with (6) IOd x 1 I/2" nails in each strap E 2" x 4" p.t. bottom plate with - 1/2" anchor bolt at 32" o.c. and O min. TO embedment with 2" washer N_ cr 93 Typical baseboard 4" concrete slab with fibermesh OR �16"x4" 410/10 WWM on 6 mil Visqueen over r_� clean compacted termite treated fill j footing see foundation plan for size and steel req. Typical interior Bearing fi artltlon Scale: 1/2" = 1'-0" O 5/8" drywall with smooth finish i R-30 Batts 1/2" dr wall 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 Type "iT' only. Provide Dur-O-Rock at al[ wet O 0 areas (ex. showers, tubs etc...) 0 Fill cell with concrete and (1) #5 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 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill III w ..'•.. HUN F-16M See detail on sheet 4. Scale 1/2" = 1'-0" 111 Filled Cell Masonry Column with One o'R I� NE 5 From Footing To Beam. Ns Conc. Fill To Be 3000 PSI See Floor Plan For Location -o C' Sinq le Filled Cell Column Qw a Ux� NTS F- U a � HUH Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI o See Floor Plan For Location IV o 0 L" n " °o t. ' z W oo 0).' O < NN O U Double Filled Cell Column I I U < rr L < NTS I z NN O 7j ~ O rr� 07 ~ W Q) (XQ LLL C__ U Y) LL ' (� N4-3 0) Contractor to provide proper foundation chairs for proper steel installation Q E DATE DRAWN 2-23-21 DRAWN BY: CHECKED BY: D.iZ.B. MODEL: •• OLIVIA GARAGE LEFT 30 min. Q SHEET OF 8. Corner S t& l L a p JOB NUMBER: nts 20-2302 ��0000000 ti �0 Digitally signed by oa oo Daniel R. Braden Q'�§o M770 Date: 2021.02.25 0o ° "°o�o� o�o� 14:42:07-05100' ono Q°0. n00 Inst 15" a.P.P. ME MASTER BATHROOM to sewer/Septic system JTCHEN (3) 43/0 copper feed 2" Conduit 2" PVC ( FPL)-� A/C disc. Pool disc. Grinder disc. 2 Copper round to rebar in slab ELECTRIC/4L RISER ;,4NiT,42Y R l�;PR EL_ECTF�:'iCAL_ PLAN ELECTRIC DOTES: PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 60 12.0 kw 46 A/C comp 1 2 AHU #10 6.0 kw 30 2 3 4 2 30 4.5 kw #lo 40 gal. water HTR 5 6 Range 46 12.0 kw 50 2 1 20 1.8 kw 412 Water Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 Range Hood 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.2 kw #12 Clothes Washer 15 16 Refrigerator 412 1.2 kw 20 1 1 20 .81 kw it 12 Garage Door Opener 11 18 General Lighting 412 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 General Lighting 412 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 21 22 General Lighting 412 20 1 1 20 #12 General Lighting 23 24 General Lighting #12 20 1 1 20 #12 General Lighting 25 26 General Lighting #12 20 1 1 20 #12 General Lighting 21 28 Bathroom GFI #12 20 1 1 20 #12 General Lighting 29 30 Fut. Pool Equip. #10 2.8 kw 30 1 1 20 #12 General Lighting 31 32 Grinder Pump #10 1.8 kw 20 1 1 20 #12 Bathroom GFI 33 34 1 20 #12 Smoke Det 35 36 Disposal #12 .O kw !I 20 1 1 20 412 Smoke Det 31 38 spare spare 39 40 Optional ub- anel (3) #8 9.6 kw 50 2 s are 41 42 PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Wdtts) General Lighting (3 watts sq. Ft.) Small Appliance Circuit(s) Range Range Hood Refrigerator Dish Washer Disposal Clothes Washer Clothes Dryer 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 .49,1-19 First 10000 Watts 3100% 1 10,000 10,000 Remainder 39,119 840% 1 O 15,02 Electric Heat or A/C 10,000 8�5% 1 18,000 18,000 Calculated Load Watts -f3,02 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 181.91 Panel Size Required = 200Amps SCALE: 3/1�" = I'-O" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verifg location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to be Installed per NFPA requirements. �. ALL Branch Circuits that supplg 125v single phase 15 amp or 20 amp outlets shall be protected bg Combination-Tgpe AFCI Circuit Breakers. 7. 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. 1. ALL exterior outlets to be UJF /GFCI protected. 10. A/C Return Air Balance Must complg w/ F.B.C. Mechanical 7th ed, and current version of ang Supplements to the Ith ed. 11, A/C Refrigerant lines that are run thru slabs must be sleeved in FVC 12. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required bg N.E.C.) 14, A/C Ducts in Garage shall be metal or 1" 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: ) I h 'nE� t� w N, O cC o� N .SO"r r, Z O � � M � a \ t4 a n eac s eeping room. Digitally signed by b) Outside each separate sleeping area in the immediate vicinitg of the bedrooms. c) On each additional storg of the dwelling Daniel R. Braden ** ALL Smoke Alarms shall be interconnected and hardwired ** TrA. Date: 2021.02.25 14:39:25-05'00' m LU O W=3 O .. W Z �OD " v O CL OD� r r z OD N # QQ3 �~Orr a Qi -Q lU � m ~ LLI �xv -1 L U vi H LQ DATE DRAWN 2-22-21 DRAWN BY: C.C.U. CHECKED BY: D.R.B. MODEL: 0LIV1A GARAGE LEFT SHEET F- - I OF 8. JOB NUMBER: 20-2302 ?�•'• Ar�»7o ;�V �••TFRED �ARG �1