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HomeMy WebLinkAboutREVISION, Rev Sheets 8-14-20, Added drop down screensT—r�- U A I LV I I U A Southeastern Metals 24 ga Sv Crimp Metal Roofing installed per product approval FLU 11115.1 over Folyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 12 3 1 SLOPE 24". O.H. Smooth finished stucco capital and base /8" thick smooth finished ucco on typical concrete block construction 8/8" thick light textured tucco on typical concrete block construction 0 6- I 5/8" thick light textured 8-12-20 stucco on typical concrete BUILD DOWN BEAM block construction PER DETAIL ON SHEET 6 12 5 I SLOPE 0 \ 5/8" thick smooth ffnishe� stucco on all columns RE/4R ELEV/4T `o 0 0 �a o _ 0 4� J ON CONTRACTOR TO PROVIDE �" WIDE STUCCO BANDS AROUND ALL GARAGE DOORS 42" glass guard rail see shop drawings by MFG 5/8" thick smooth finished stucco on all columns am][10 .5/8" thick light textured stucco on typical concrete block construction :0:1:0:1 NN S/8" thick light textured stucco on typical concrete block construction 2.4 O.H. SCALE: 1/4" = 1'-0" .1. O N SCALE: 1/4" = 1'-0" i 5v Crimp hIetal Roofing installed 11115.1 over Folyglass self adhered 9/32" CDX plywood attached -achment diagram on roof plan poker ,h SILL BANDING ONLY and �ON FRONT OF BUILDING ed stucco installed per STM D type 2 paper backed trate through one layer of paper using 8d nails. Substrate lywood nailed at 6" o.c. in field g shank nails into studs. poker .h and textured concrete iction NDEX OF SHEETS SHEET NO. DESCRIPTION 1. FRONT AND REAR ELEVATIONS 2. LEFT AND RIGHT ELEVATIONS 3. FIRST FLOOR PLAN .�. SECOND FLOOR PLAN 5. FOUNDATION PLAN 6. FIRST REFLECTED CEILING PLAN �. SECOND REFLECTED CEILING PLAN g SECOND FLOOR/LOWER ROOF FRAMING PLAN 9. ROOF PLAN 10. TS—I THRU—SECTIONS I t 2 11. SC —I DOOR t WINDOW SCHEDULE/PRODUCT APPROVAL 12. D-1 TYPICAL DETAILS Ia. 0-2 SECTION A it B 1.4. D—a SECTION C it D 15. D—,4 SECTION E. F, G 16. 0-5 BEAM DETAILS/STEEL COL A CONNECTION I-[. D—(. STEEL COLUMN B CONNECTION 18. 0-1 STAIR DETAILS 19. E—I ELECTRICAL — FIRST FLOOR 20. E-2 ELECTRICAL — SECOND FLOOR 21. P—I SANITARY RISER Digitally signed by Daniel Braden Date: 2020.08.14 10:23:25-04'00' N Q W C0 � } 03 N W LoW� `2 TT U N (n O �3 U WW��� UW TT > Ln Q) >> C L Q) zz (YO) N 0C)CAQ0 0"C C,4CA N c+l I ,�NC-4mN > mmmrOD L LL ,1� U 73 Q� -- LU U (n LU U 00 LID m AL W o O O z W oo m 4-) O z > M 00 o ' p- ODCAs r r < z N # 1 CA cA c� � U O rrLLI r L x � mN U LL to SHEET NO: OP 21. JOB NUMBER: I9-207 Nu o��° ° ° ° ° o o�\ ® so 1` Aft 9770 og�z oo 000 °O. n WALL SYMBOL LEGEND fTi�� FIRST FLOC F-, F�4 SEE CEILING PLANS FOR CEILING HEIGHTS AND DIMENSIONS SHEETS � t 1. SCALE 3/16" = I'-O" �= CBS walls - Fill cells solid with concrete and (1) #5 bar vert. at 40" o.c. for walls up to 10'-0"* hlgh. Space 32" o.c. for walls up to I5'-0"* For walls over 10'-0" a special inspection is required by any licensed structural en sneer to review and approve the vert. steel installation in the footings, in he wall cavity and into beam. = 2" x 4" non -bearing stud walls - see sections. Insulate with R-11 batts at bathrooms t between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with R-11 baits at bathrooms t between A/C and Non -A/C spaces = 2" x 8" bearing stud walls - see sections. Insulate with R-19 batts at bathrooms E between A/C and Non -A/C spaces 2" x 12" bearing stud walls - see sections. Insulate with R-19 batts at bathrooms E between A/C and Non -A/C spaces * top of wall height is clear span of block to bottom of first structural beam This applies to the garage area only in this case. recessed roll recess per mfg Install AC pads top of pad to match house FFE First Floor Square Footage First Floor A/C = 3,622 sq. ft. Covered Porch Total = 1,290 sq. ft. Garage = 1,43-1 sq. ft. First Floor Total = 6,349 sq. ft. Second Floor Square Footage Second Floor A/C = 4,216 sq. ft. Covered Porch Total = 481 sq. f t. Second Floor Total = 4,69-1 sq. ft. 5-6-20 I Window Schedule I Mark Size Window Description I. 3'-1" x 5'-3" SINGLE HUNG 2. (3) 2'-6" x 3'-6" FIXED GLASS 3. 2'-2" x 4'-2" SINGLE HUNG 4. 3'-I" x 4'-2" SINGLE HUNG 5. 3'-1" x 6'-4" SINGLE HUNG - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 6'-0" x 8'-0" FRENCH DOORS B 6'-0" x 9'-0" CUSTOM FRENCH DOORS C 3'-0" x 8'-0" SOLID CORE - WOOD D 3'-0" x 8'-0" MDF E 2'-8" x 8'-0" MDF F 2'-6" x 8'-0" MDF G 3'-0" x 8'-0" MDF - Surface MTD Doors H 2'-8" x 8'-0" MDF- POCKET J 2'-6" x 8'-0" MDF -POCKET K 8'-0" x 8'-0" SLIDING PANEL DOOR L 24'-0" x 10'-0" POCKET SLIDING GLASS DOOR M 20'-0" x 8'-0" GARAGE DOOR N 2'-8" x 8'-0" 20 MIN. FIRE RATED DOOR P 3'-0" x 8'-0" FRENCH DOOR Q 24'-0" x 8'-0" POCKET SLIDING GLASS DOOR - 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. FLOOR PLAN TYPICAL NOTES: 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 3,000 PSI concrete, and ALL Concrete used for vertical filled cells, cont. 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. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the Florida Plumbing Code 200-1 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 1-3/4" solid wood, steel, or Masonite. 15. R-20 open cell foam within the floor -ceiling assemblies of the first floor rear porch and of the work shop 16. R-13 kraft faced batts in the separation walls between residence and garage 11. 3" Mineral wool batts in master bedroom walls and all bathroom walls for sound attenuation 18. 3" mineral wool batts within floor -ceiling assemblies for sound attenuation 19. R-20 open cell foam shall be in garage ceilings w.H. = Water Heater in Pan with Drain with Reticulation pump 20. Wall and Ceiling shall have a flame -spread classification of not greater than 200 21. Wall and ceiling finishes shall have a smoke -developed index of not greater than '450 22. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. Residential Section R314 - see pp�ermit info box of code edition 23. Gyypsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 Cg60, C1002, C104-1,C1111, C1118, C1218, C1395, or C139and shall be installed according to the following: Drywall Thickness Location Orientation Framing Member Spacing Max. spacing of fasteners Nall sming options for installation of drywall into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" T. IT 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long I /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either I6" 8" IC. Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 13/8" long 5 annular -ringed or 6d cooler nail / OR Walls Either 16" 8" 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. 24. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 25. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 26. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed �450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Under Roof Square Footage Breakdown First Floor Total = 6,349 sq. ft. Second Floor Total sq. ft. Total Under Roof = 11,046 sq. ft. A/C Space Breakdown First Floor A/C = 3,M sq. ft. Second Floor A/C = 4,216 sq. ft. Total A/C space = 1,838 sq. ft. Digitally signed by Daniel Braden Date: 2020.08.14 10:23:53-04'00' to �> �v U_ Q) L O U in ZW N U Q) o��vau >fY >o�� Q a ` (L Q }����� Z (j) Ca tad) N OOQOQQQ � INNINNN or I l m l I I N�r�N00mcy ? I I I I I I I IV Q � cam (y0 (y�QDU O Ca Q) Q W E W v .. W Z OD v N N Q; < ODOR I I u N OD 1 Z N� ~ O rr� LU ~ Lq v(XQv U �LL N W�■ ML-7-1 J U_ M SHEET NO: a , 0P 21. JOB NUMBER: 19-207 r1� AN 9770 n o� �avVo oo .""ov�OQO� ��� . QL�DpQ,,,n� LL_ Slab Bar Schedule O i O C-1 F-42 C-I I •. E _ I of L _I _J _ SIB I I I I� li I~ 23' 3" I I I I I m' I = I I I I I I I Provide (3) filled ceVi, for beam connection above �\ i I I L T I I IRR Pump I I I I I I I I I 1-3-20 12'-I%2" 24,_3„ 1, _4" 12'-117 I' _4" 11'-91, A C-1 F-60 F-60 C-I F-42 r --- -- F_42 C-I F-42 C-I T. _j I E _I-_ I 00--1------------ 1 O -----------:�\�R ----------------------------- o T-- oo T_8 I- - o© I T_g o o T-8 _ JI- J SB-5 L _ _ _ _ J SB-5 _ _ _ _ J SB 5 / SB-5 w SB_5 I 4" concrete slab with fibermesh OR IL I 6"x6" 1*10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill `n 8" 32'-2" 23'-3" Total height j Change Verify recess for I N g SGD track in field C-3 g prior to placing slab C-3 _ r-------� a F - - - - - - - - ILI I H.B. 1 -------------_1 I I L----------------------------- FF OE 00 00,------T--------- --- -----T------r- I y r - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — WZ F-24S I F=q4 - J - F_94 - I F-24S Wll �- - E i o�J m In �SB-45 N 28'-0" 24'-0„ 28'-O" I S.C.J. N I 111714 ILL SB-I I I I I I I E I SLAB FFE = 28.38' NAVI� i E E i NI ul- I I 2-1,_3„ 1 24'-2„ 1 2T_311 1 I o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — S.C.J. — — — — — — — — — — — — — — — — — — — — — — — — — — 4 concrete slab with fibermesh OR I oD I _64I"x6" 410S/B194 WWM on 6 mil Visqueen overI CI - I N�jI oI clean colpatted termite treated fill SB-4 SB 41 1 1 0 F-48 center of foot[ ° FE_ng ° J L _F-48 F-48 o N- - E I tr `r 1 1 1 1 r U1 _ F - 61 L' `� N s.c.J. q, ' J ---------------------------1-----------1-- — --——————————— = -------� o F-16M __ 1 j4" concretf slab with fibermesh OR of-36L --J 6"x6" 410/10 WWM on 6 mil Visqueen over `r o ' uI.H. <r `r 1 1 clean compi cted termite treated fill 1 I 0 O 1174 1L i E 15' 2" to - - - - FF= 24S F-24S EIN -r--rF-1---------------r - -- --1- - - - - - - - - - - - - -1-- - - - - - - - - - - - -------------�--- - -- ----' O EE E E E E E E E EE E `;' L --------�---------1 © o -I -- -- - �7frZ - - -p- oo I r----- - --- --------- ---- - -- ---- - ----- I a Panel PaBnel PaCnel I O I I I Water `� I° I i F-36 oo �r F-36 i° i a �r 1 softenf r--- --' — — — I 01 -L-- - =_!tN F-6S S� $tF6E� EO01 E O E E E I I 101-i-ELI0 1 lE_I � I it F----- - - --- ---- -- ---- ----- --- - -----+ I TI I O I FRONT FRONT ILI I N C-1 f OI C-1 Cy I 0 I LL F-25M LOAD LOAD I I g' - - WASHER DRYER N �'(� N E +--- - - - - - - -T------ - --- --- T+ I H.B. o ID E I 1 E o Io+ ,E�1--- - -- --- +-------------�- F-us I I IEI to % F-36S I I u 1 IEI I I I i i NI 1 1 Io1 — — — — — — — — — — — — — — — — I I I O O I 4" concrete slab wits, fibermesh OR I I j j L"xL" 410/10 WWM on mil Visqueen over I O I I I I clean compacted ter�rte treated fill I I Ia _ 4" concrete slab imth fibermesh OR N 1 0 1 I IT �y 6"xb" #10/10 WWM In 6 mil Visqueen over � I N v - OWNER SPECIFIED _ � I N SLOPE 2 I I I I I — — — slean�ompacSed�erm(te-trsat-ed fill — — — — — i v 07 l O DRIVEWAY - SEE O N SURVEY BY OTHERS w Km I H 1 SLOPE 2"CA C14 Io1 1 i i I I I I I T I I I I I I iL101 I I S.C.J. I I I I 101 I I I I I I I I 22' �8" 1 1 0 1 22'-8" r o I F-36S I I I ------ I I r-T-r-T --ED----E--- EE------ ----- O O OD 1 ---- I 1 F-36S 1 0— I� I F-I6S j O I E----------- _-_- _-_I-_--_-_-_-- -------• o OE ( OE1iiiiiiiiii O OOE 1 J .B. C O N Mark BAR ZE x Y z Tgoe Spacing Notes SB-I #4 48" Standard Upturn Bar 32" o.c. Tie to vert. wall steel SB-2 #4 48" 48" "Z" Bar 32" o.c. Verify step depth BB-3 #4 48" 1 24" "Z" Bar 32" o.c. Verify step depth SB-4 #4 94" Flat Bar 32" o.c. Center bar on center of bearing wall SB-5 #4 48" Flat Bar 32" o.c. Center bar on center of bearing wall SB-6 #4 48" 48" "Z" Bar 32" o.c. Verify "Z" an le in field with slope In t�oundation SB-1 #4 12" Flat bar 24" o.c. Tie to vert, wall steel SB-8 #4 -12" Flat bar 24" o.c. Tie to vert, wall steel SB-9 #4 12" Standard Upturn Bar 32" o.c. Tie to Vert. wall steel X STANDARD SLAB BAR Y Z House Slab Porch Verify Slab each location "Z" BAR EQUAL OR UNEQUAL LEG Verify each location x BARS IN STEPS x NEC STANDARD HOOK BAR x N� STANDARD UPTURN HOOK BAR N PORCH 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 Verify rough op ning size for filled c II locations I I I 11 I I A/C I #2 I I I I I 1 AiC IA FOUNDATION FLAN Footing Schedule 1 Mark Size and Description T-8 Thicken slab edge to 8" x 8" with (1) #5 bar cont. T-12 Thicken slab edge to 12"w x 9"d with (2) #5 bar cont. F-16M 14% x and #5 16"d concrete monolithic footing with (2) 45 rebar transverse bars at 32" o.c. ibottom) continuous F-I6S 16% x and #5 16"d concrete stem wall footing with (2) #5 rebar transverse bars at 32" o.c. bottom) continuous F-ISM 16% x 22"d concrete stem wall footing - See detail on sheet 0-1 F-24S 24"w x and #5 16"d concrete stem wall footing with (3) #5 rebar continuous transverse bars at 32" o.c. (bottom) F-25M 24"w x 22"d concrete monolithic footing see section E on 0-4 for steel req. F-36 36"w x bottom 36"1 steel. x I6"d concrete pad footing with #5 rebar at 8" o.c. max. each F-42 42"w x bottom 42"1 steel. x 16"d concrete pad footing with #5 rebar at 8" o.c. max. each F-48 48"w x bottom 48"1 steel. x 16"d concrete pad footing with #5 rebar at 8" o.c. max. each F-60 60"w x bottom 601 steel. x 16"d concrete pad footing with #5 rebar at 8" o.c. max. each F-94 94"w x bottom 48"1 steel. x 16"d concrete pad footing with #5 rebar at 8" o.c. max. each Column Schedule 1 Mark Size and Description C-1 14" x 14" concrete block column with (4) #5 bars vert. (One bar in each cell) C-2 HSS 3.5" x 3.5" x 1/4"t tube steel column C-3 8" wide concrete column - see detail on this sheet C-4 HSS 5" x 5" x 5/16"t tube steel column FOUNDATION NOTES: SCALE: 1/4" = 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 P.S.I. concrete and/or 4,000 P.S.I. grout mix min. 4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed by soil borings which shall be provided in writing to this firm by owner/contractor prior to start of any construction. S. Verify all recess thickness at shower floors, all floor finishes as selected by owner, door sills t thresholds etc.... prior to placing any slabs. L Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 1. 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 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 steel. `I. 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. 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 soil treatment, area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a non -corrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 5-8-20 Soil compaction shall adhere to recommendations stated in soil report by KSM Engineering report 4 200098. Digitally signed by Daniel Braden %— Date: 2020.08.14 10:24:06-04'00' to �> �v [Y U_ Q) L O U inZWQ Z O\ N U >tYvU�� �> L QI L (L > < a-) a v z cn Q ly(l) �00Q)000 � or1 1 Im1 1 cn N N 00 ccl( Q� 1 i � U +3NpQUQ LH o U U � 0) IV U m cn U o LL U 00 11� 73 N LU L v O .. W z OD OD< U v O < < OD� <OD C) Z OD # 1 CA CA � CA CA (17 Q.�o a- LU U �LIL� N SHEET NO: OP 21. JOB NUMBER: 19-207 1-3-20-- - - - - -- - I I BUILD DOWN BEAM I I AS NEEDED TO MATCH SCREEN ENSLOSURE DEPTH I I I I I I I I I I I I I -1-3-20 ffBE'ALMS D DOWN BOTTOM OF FOR SCREENS - SEE DETAIL THIS SHEET -TYPICAL ALL LOCATIONS A =��=___'___'___ ___'___' —- = 1-3-20 SEE RECESSED SCREEN TRACK DETAIL ON THIS SHEET TYPCIAL ALL LOCATIONS I/ rZLZ 1 KITCH O ZT� 12'-0" A.F.F. / � I --- Flat Ceiling N � I/ o N N SOFFIT P /1/ Soffit height based r I on 24" space between m counter and 42" tall = upper cabinets. Verify 22'-8" with final cabinet drawings bg others F/I i PANTRY 10'-0" A.F.F. Flat Ceiling IRR Pump DINI>\0 W.H. 12'-0" A.F. Flat Ceiling BUILD DOWN BOTTOM OF BEAMS FOR SCREENS - SEE DETAIL ON THIS SHEET - TYPICAL ALL LOCATIONS -- — —\------3-20------- 12'- 1 %2/ \ >----= ---= __�___= ---= ---_ SEE RECESSED SCREEN TRACK COVERED O R C l� )DETAIL GALL IS SHEET -1-3-20 Coffers to have owner specified crown moldings and rope light in each great room coffer see detail on this sheet I N 1------- ------ --- ---I F-- - - - - -- ------� I I I I I I I I I I I I I I I I I I I I m I I I I I I I I I I I I I I I I I I I I I I I I I I G�R�AT ROOM I N F-- - - - - - -I F-- - - - - -I r -- -- - - -I r - - - -- -- Provide motorized tv projeltor I I to 1 recess into ceiling per s specifications I 1 I 1 I I I I I I I I OD I I I I I I I I I I I I -4, 2„ L — — — — — — — J L — — — — — — — J L — — — — — J L — — — — — — J — — — — — — J � � N II'-O" A.F.F. Flat Ceiling DEN L=-- ---I G EST FOYER ---� OPEN TO ABOVE — — I I 12'-0" A.F.F. STOR, DEN BAT Flat Ceiling I I ---------- closet -0 ❑NJ`----- 1--—— — — — — —— AHU ttJo- Ha W.H. W.S. 1 PPanel Panel Panel A B c Water Softene FRONT FORC�I UTILITY I 1 ❑ ❑ I.UORK SHOD I I FRONT FRONT 1 L — — — — — LOAD LOAD — — WASHER DRYER I H.B. Flat Ceiling C�ARAC�� 22" x 54' Attic Acceu with light l land bull down stairsl L — airs to rear J I I I I I I I I I I I I --------------- .B. SEE SECTIONS FOR GARAGE CEILING HEIGHTS FIF-,,ST FLOOR CEILING PL,4N ---------------� I I I I I I I I I I I I I 22" x 54' Attic Access with light l 6n9 fairs ull down stairsl to rear J I I I I I I I I I I I I I I I -------------- SCALE 3/1�" = I'-O" BUILD DOWN BEAM AS NEEDED TO MATCH SCREEN ENSLOSURE DEPTH 1-3-20 Contractor to provide for recessed roll down projection screen - recess per mfg specifications 11'-0" A.F.F. Flat Ceiling 12'-0" A.F. Flat Ceiling 12'-0" A.F.F. Flat Ceiling 10'-0" A.F.F. Flat Ceiling A# 2 A/C 12'-0" A.F.F. Above house slab Flat Ceiling / A ll SIDE VIEW OF PLATE Stucco expansion joint Provide recess in Stucco — EEO-XX " I-12 2x4 aluminum tube welded to angle in shop - using 1/8" x I" welds at 32' o.c. I" Ion?g Field weld at 3Z" O.C. 3.5" x 3.5" aluminum tube welded to end plate — see detail on this sheet EEO-XX 11 2" 2" i ii 3/8" SS bolt E-IO-XX a0 N 8 welds � � thick plate 1/4" thick plate tack weld PLATE ELEVATION All Aluminum to be LIGO-TL Aluminum Provide recess joint in stucco 2" x 2" x 1/4" angle prewelded to tube. Pre -drill 3/8' dia. holes at 12" o.c. for I/4" x 3" tapcons 5.5" x 5.5' titan uRoll up screen - details by mfg U Verify final size and adjust 1/8" thick stucco on lath over dense glass s I" IV Field weld ai 32' 1/2" densglas5 screwed to aluminum tubes using tt80.c. x 2" self tapping SS screws at 8' o.c. max. field and edges. Removable 1/4" thick aluminum plate and aluminum supplied by GC - screw to tubes using a x 1.5" self tapping SS screws. I e 1 d Roll up screen track - see shop drawings by mfg v e r l f Recessed Screen Housing Detail Scale . NTS 1/8" thick light textured stucco installed per ASTM C 4124 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 15/32 CDX 111gwood nailed at 8" o.c. In field and edges with IOd x 1.5" ring shank nails into furring 2" x 2" PT nailer screwed to column using I/4" x 3.25" tapcons at 12" o.c. Field verifg location for construction tolerances and adjust as needed TITEN SCREEN TRACK - SEE SHOP DRAWINGS BY OTHERS INSTALL ANGLE PER SCREEN TRACK DETAILS PER SHOP DRAWINGS BY MFG Column C-1 2" x 4" PT wood furring attached to 2" x 4" PT wood furring attached to column using 1/4" x 3.25" tapcons at column using 1/4" x 3.25" tapcons at 12" o.c. staggered 12" o.c. staggered Column Stucco Detail at screen track 1-30-20 Scale . NTS FIELD VERIFY ALL DIMENSION AND INSTALL ROPE LIGHT SO FIXTURE IS NOT VISIBLE LED Rope Light 4" Owner specified crown Scab 2" x to trusses Drywall to remaln cont. for molding Installation d d 2" an wrap aroun x TYF. COVE LIGHTING SECTION NTS cA � QL QL U O U in ]� Ln O + �� T U N Ln O Q > lu z fj fu`n C-400C-4000 _J IN�I�VN� LL c'4 OD m" ? I I I I �— Q3 c140)(f)0)l..nI-OD I�--1 LU cv Q QUQ Q 1f—n v J 0 n, U V LU LL U o � � U 00 73 AWL Em W =3 O O Z >' W OD OD U O < OD� � C14 CA Ua- �W�m (� ~ LLj X v J U cn H +, a) m� SHEET NO: S� OF 21. JOB NUMBER: I9-207 I a� oo °oo o ` o D c �o Digitally signed o° o o ®0�°��. �� oo by Daniel Braden ore AR9770 o o20 - Date: 2020.08.14 o.c�o° o oo�o�oc o. � o 10:24:19-04'00' 1-2-20 Flood liglit with motion detector switch at rear slider 36" cook top and hood vent through wall Provide conduit with pull strings_ and J-Box for future pool equip To under counter lighting in kitchen \ m Rol= up screen �een :::::::: Screen :::::::: G:I : :::::: G Cl :::: ::::: GFcI recept -2-20 recept 1-2-20 recept 0 \ , D 0 recept n -2-20 Screpen rece t Y rece t recept 1-2-20 1-2-20 recept i-� 1-2-20 to future pod lights 1-2-20 1-2-20 1-2-20 Install up high to flood lights on second floor to motorized screen t=1I..dl1..g.hts IWF receptverify height with g omotorizedowner and switch in master E office receptaclesInstall up high ain WP GFCI wP GFCI w FCI verify height with H,g, ownerT. 1P - ., i i FCI RT GFCI Tv S4 4 hig high recept j d `y GF for motorized for motorized high recept 4 curtain 4!!tt - Por motorized 1-2-20 r r r r � ro I T C H �l �Fc1am17E Z, 1 4" 1 4" 1 I 4" 1 1 4" 1 1 4" 1 1 G,vfI 1 COVE 1 Ceiling recept 1 1 1 G' I 1 I I I I I LIGHTING 1 1 for projector I I I _ To under courlter dish with air Switch L lightingin kit hen I� With O- 0 0 1 ' G I I I I I I Floor outlet I I I I 1 /I/ 1 ecess project field verif g /1/ FC I �' `� �' `� �' `� �' location 6 V 1 4" I I 4" 1 I 4" 1 I 4" 1 I 4" I with owner 1 € / GFCI I I I I I I I I I I I I / 1 5-8-20 ------- - - - - -- to chimes in 1 loft area OS n -- O O CHIMES J -- - DE>\l/C. UEST OPEN TO ABOVE WP GFCI - - L 50 FM - IRR FAN _ To can lights above Pump I PANTRY To Chandelier above C OSETHT - - db F O Y E R _ -_ o I MD D I �l I �l � DEN BATH STOR, to twit - - and sch 5o CFM above To soffit to light FAN VP I outlets an �/`Ig�I'�� above I C - - -T - - - II 54 1 GFCI �----- 1 - -GFCI - - GFCI 11 - D PB to chimes Pe AHU ttl W.H. W.S. O WP G cl FC Ha fr Panel Panel Pan cl P GFCI 1_I edm A B C Water 30a 240v GF 1 receptacle Softene I P) [ UTILITY R(3011 GFCI ❑ ❑ 1-2-20 � II WORK SHOD � FRONT FRONT GFCI 20a dedicated Flood Ight with LOADER D ADR Recept motion detector FCI AL\- - fel - Fc H.B. switch at rear slider M GFCI D 3 a v - - - - - - - - - - - - - - - - - - - receptacle G CI G CI ------------ to landscape lights---------------i GFCI provide receptacle I at end of driveway I for driveway light I I I I I I I I I I I I I I I C �4 fi��4C I G,4R CAE $�2 GFCI I F22" x 54- Attic I I 22" x 54' Attic Access with light I I I Acce with light I GF labull down stairs nd Dull down stairs nd SLairs to rear J i L Stair to rear J I I I I I I I I I I I I I I I I I I GFC I I I I I I I I j Garage j Door I ener I i- - - - - - - - - - - - - - - - - - - - - - - - - - - -i WP GFCI GFCI GFC Garage Door GFCI GFCI GFCI Opener Receptacle for Septic System WP GFCI I I WP GFCI It .B. 1-2-20 Flood light with motion detector switch at rear slider A/C #2 WP GFCI iC i (p PANEL "A" Poles BR Load Wire Description circtt circ# Description Wire Load BR Poles 2 40 1.0 kw tt8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 Water Heater 5 f. General Lighting #12 20 1 1 8 General Lighting #12 20 1 2 30 5.1( kw #10 Dedicated 240 cm. 9 10 General Lighting #12 20 1 11 12 General Lighting #12 20 1 1 20 2.0 kw #12 Dedicated 120v Cm. 13 14 Exterior GFCI #12 20 I I 20 1.5 kw #12 Water Softener is 11. Exterior GFCI #12 20 1 I 20 0.81 kw #12 Garage Door Opener 11 18 Exterior GFCI #12 20 I I 120 #12 1 General Lighting 19 20 Exterior GFCI #12 20 I I 20 #12 General Lighting 21 22 Landscape Lights #12 20 I I 20 412 General Lighting 23 24 Landscape Lights #12 20 1 I 20 #12 General Lighting 25 26 Spare I 20 #12 General Lighting 21 28 Spare 1 20 #12 General Lighting 29 30 Spare I 20 #12 Smoke Detectors 31 32 Spare I 120 #12 1 Bathroom GFI 33 34 Spare I 20 #12 Bathroom GFI 35 36 Spare I 20 #12 Garage 31 38 Spare Spare 39 40 SUB -PANEL C (3)tt3 23.85kw 100 2 Spare 41 42 SERVICE LOAD CALCULATION SHEET Load Description Q t�L_Watts Total(Watts) General Lighting (3 watts sq. Ft.) Small Appliance Circuit(s) Range Range Hood Refrigerator Dish Washer Disposal Clothes Washer Clothes Dryer Water Heater Water Softener Irrigation Pump Future Pool Equipment Garage Door Opener Whirlpool Bathtub Master Tub Tankless Double Oven 240v Dedicated 120v Dedicated 9,215 3 21,825 2 1,500 3,000 1 12,000 1 1,100 1 1,200 1 1,200 1 1,500 2 1,200 2,400 2 5,000 10,000 2 1 4,500 9,000 1 1,500 1 1,800 1 2,800 2 810 1,420 1 1,440 1 8,000 1 8,000 2 5,160 11,620 2 2,000 4,000 Total Watts liclAs0 First 10000 Watts 8100% 1 10,000 Remainder 109430 e4070 1 43,852 Electric Heat or A/C 10,000 965% 2 4,500 13,000 Calculated Load Watts 66,852 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 218.55 Service Size = 400 Amps Flood light with motion detector switch at rear slider ELECTRiC�4L FL�4N ELECTRIC NOTES: SCALE: 1/4" = 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. (o. 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 Wf /GFCI protected. 10. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed, and current version of any supplements to the 2010 ed. 11, A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 12. ALL A/C Equipment shall be 15 SEER 13. 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 ** PANEL "B" Poles BR Load Wire Description circtt cnrctt Description Wire Load BR Poles 2 40 8.0 kw tt8 Double Oven 1 2 Ran a ttb 12.0 kw 50 2 3 4 2 30 5.1L kw #10 Dedicated 240v 5 4 Dr er #10 5.0 kw 30 2 � 8 1 20 2.0 kw #12 Microwave 9 10 Pool Equipment #10 2.8 kw 30 1 1 20 2.0 kw #12 Dedicated I20v 11 12 Irr. Pump #12 1.8 kw 20 2 1 20 1.5 kw #12 Range hood 13 14 1 20 1.5 kw #12 Kitchen S.A.C. IS it Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 IS Refrigerator #12 1.2 kw 20 1 I 20 1 LS kw #12 Disposal 19 20 General Lighting #12 20 I 1 20 1.2 kw #12 Clothes Washer 21 22 General Lighting #I2 20 I 1 20 0.81 kw #12 Garage Door Opener 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 General Lighting #I2 20 I I 20 #12 General Lighting 29 30 General Lighting #12 20 1 1 20 #12 General Lighting 31 32 Exterior GFCI #12 ZO I I 20 #12 Smoke Detectors 33 34 Exterior GFCI #12 ZO I 1 20 #12 Bathroom GFI 35 34 Garage #12 20 1 Spare 31 38 Spare Spare 39 40 Spare Spare 41 42 Spare SUB -PANEL "C" Poles BR Load Wire Description circtt cmctt Description Wire Load BR Poles 2 40 8.0 kw tt8 Tub Tankless WH 1 2 AHU tt10 3.5 kw 30 2 3 4 2 40 1.0 kw tt8 A/C comp 5 4 Dr er #10 5.0 kw 30 2 1 8 I 20 1.2 kw #12 Clothes Washer 9 10 General Lialitina #12 ZO 1 1 20 1.4 kw #12 Whirlpool Tub 11 12 General Lighting ttIZ 20 I 1 20 #12 General Lighting 13 14 General Lighting #12 20 1 1 20 #12 General Lighting 15 I( General Lighting #12 20 1 1 20 #12 General Lighting 11 18 General Lighting #IZ 20 I 1 20 #12 General Lighting 19 20 General Lighting #12 ZO 1 1 20 #12 General Lighting 21 22 Exterior GFCI #12 20 1 1 20 #12 General Lighting 23 24 Exterior GFCI #12 20 1 1 20 #12 Smoke Detectors 25 24 Bathroom GFI #12 20 I 1 20 #12 Bathroom GFI 21 28 Spare I 20 #12 Bathroom GFI 29 30 Spare 1 20 #12 Bathroom GFI 31 32 Spare Spare 33 34 Spare Spare 35 3( Spare Spare 31 38 Spare Spare 39 40 Spare Spare 41 42 Spare N U) U U � L O U Q T U EO U :3 Q a Ca Q- v z fj fu`n 000�000 � N CV I C� LL or1 Im1 IV NI cv ' - 3) CA oC) m"- ? I I I I I I I �- cam! c+l cil cil Ln I- M Z �C'4 LU i � U cv p QUQ n� L.L O n` U V 1--U m U O � � U 00 V 73 LU m W � � O O -2-W �c O i' ODOD z cv cv It CA N o a- U � m ~ LLI �X+-v -1 L U cn LL ' < n� ca SHEET NO: E - I OF 21. JOB NUMBER: I9-207 I O� o"o\ D c o Digitally signed o" by Daniel Braden o�oo" ��977® Date: 2020.08.14 D-' 0. "000000 �o c I o�oQ. QL�D(pQ Q�0 10:24:5 0 -04 00 �000000aa