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Home My WebLink AboutBuilding Plans; updated 5-11-20Southeastern Metals 24 ga 5v Crimp Metal roofing installed per product approval FLU 11115.1 over rolyglass self adhered roofing underlayment over 19/32" CDX plywood attached — to trusses per sheeting attachment diagram on roof plan 24" O.H. 5/8" thick smooth finished stucco on all columns Smooth finished stucco capital and base 12 3 1 SLOPE 12 5 1 SLOPE 0 6- 0 ■ 0 Lo M 12 SLOPE I 5 12 SLOPE 3 Southeastern Metals 24 ga 5v Crimp Metal roofing installed per product approval FLS 11115.1 over POlyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 12 SLOPE 15 12 SLOPE 3 5/8" thick light textured Pre—Manufactured outlooker OPEN stucco on typical concrete , block construction p m 5/8" thick smooth 0 o finished stucco band L E F T S I D E E L E V 4 T f O N SCALE: 1/4" = 1'-0" RIGHT S ELEV/4TION SCALE: 1/9" = 1'-0" Roofing installed iss self adhered )od attached n roof plan hed Digitally signed by Daniel Braden Date: 2020.05.11 09:57:19 -04'00' 0 N v LL � o 3 0o 0 Q v U N 1 AL W o O O Z W W O z>")OD;o QL s ' A- 03CA �- U < z N # W civ ' UO U o � IL cr � U � „�3 Co 00 ~ T W e� x QL SHEAT NO: 2. OF 2., JOB NUMBER: Iq-201 N 1 AL W o O O Z W oo m O z>")OD;o s ' A- 03CA �- r r < z N # 1 civ UO i rte' cr W U � „�3 Co ~ T W e� x --4 U- -tk+ �n SHEAT NO: 2. OF 2., JOB NUMBER: Iq-201 I m Dryer VTw �fl .4 Ila :• • 2S,_4„ 29,_4„ 2S,_4„ 12'-8" 12'-8" 14'-8" 42" high glass guard rail F a shop drawings by mfg N r — — — — — — — — — — — — — i I I I I I I OFFICE I I 0- L ----L — — — — — — -- ------- 4'-O„ t rF:_ LAUNDRY BEDROOM U2 I BEDROOM s$3 `I LO at 40" o.c. for walls u to 10'-0"* hi h. Space 32" o.c. for walls up p10'-0" DRYER For walls over a special inspection is required by any licensed WASHER LOAD - LOAD FRONT = 2" x 4" non-bearing stud walls - see sections. Insulate FRONT t rF:_ LAUNDRY BEDROOM U2 I BEDROOM s$3 `I LO i Ln at 40" o.c. for walls u to 10'-0"* hi h. Space 32" o.c. for walls up p10'-0" LOFT For walls over a special inspection is required by any licensed structural engineer to review and approve the vert. steel installation in - in the wall cavity and into beam. Owner Specified = 2" x 4" non-bearing stud walls - see sections. Insulate -I with R-11 batts at bathrooms & between A/C and GLASS Non -A/C spaces 2'-2" 2" x 8" bearing stud walls - see sections. Insulate SINGLE BEDROOM O O Linear Floor drain 2" x 12" bearing stud walls - see sections. Insulate HUNG with R-19 batts at bathrooms & between A/C and 1 3'-1" Non -A/C spaces SINGLE * 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. K I SLIDING PANEL DOOR 00 24'-0" x 10'-0" � M 00 GARAGE DOOR 0 ©0 2'-8" x 8'-0" 0 0 0 m FRENCH DOOR 0 24'-0" x 8'-0" POCKET SLIDING GLASS DOOR 42" high guard rail 24 risers at 1 1/16" high 22 Treads at 11" deep 42" high guard rail 0 � Bench ® _ mfg 0 shop drawings by mfg Lo , 10, 42" high knee wall with type I handrail at C-4 I _ REAR RCI _ © m Rain head O -- ------ CO --- ——36—hh------- — — —— — — — — —— — — —� K O O Controls H Controls F-------- i i--------� D N— i�l mJ — ----- F I I I Rod ii Shelf �y 0 3'-Imp2" O Mirror I ® I 0 N N , - 200 CFM FAN Owner specified 0 q'-0"CFM .L Scones Mac tub with Surround r---- FAN r c�P1-=�, N.TO�F.LOl1R I Rod E Shelf H -------- — Stack studs in wall for - D SGD Jamb Attachment 1I = 4 Doors to pocket with short frame 0 - I L -----J I L-----� I � — — — — — — — — — — — — — — — — — — — — — — L ---------J L--------� �r o 0 E 00II I IE)i 1 110101100 0 00 0 0 0 ® _ ® ® 24'-O" -2 BEDROOM H H O 0 3' -II" cn 12'-1" 12'-1" cn 3'-11" O # 5 FRONT PORCH Rod 6 Shelf 00 0o O Provide motorized tv projector to recess into ceiling I I n I 1_F_ O _ u per mfg's specifications C -I C -I -__Q I II'—Io" — O ` 1IASTER BED down rpprojection provideforrecessed roll screen recessmfg I I - = I HERS I u I l H I S I - per specifications I I r I xa— I I - L— �I I — — — — — — — — — — — — — — — — — — — — — —� r----� ttZU ----------J — — — — — Rod 6. Shelf I ATTICI I FF Rod it Shelf i Ln I. I. F 24 O" I i i i I I i i i I Q 1 XI I i i of I --------------------- ROOF= BELOW I I EXT. WALL , J' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- V__________________________________________________________________________________�I SECO D FLOOF, �=/4 000 24' O" 42" high glass guard rail shop drawings by mfg I i i i I I i i i I I i i i I QI I i i I XI LI I i i I -------------------- I I ROOF BELOW � I I I I I I � 1 � -----EXT_ WALL -- - - - - - - - - - - - - - - - - - -- 1 1 SEE CEILING PLANS FOR CEILING HEIGHTS AND DIMENSIONS SHEETS 6 t 1. SCALE 3/16" = I' -O" PROVIDE TANKLESS WH UNDER TUB SURROUND FOR TUB ONLY. PROVIDE FOR ACCESS ON TOILET SIDE OF TUB SURROUND FOR TUB EQ. AND WH WALL SYMBOL LEGEND �= CBS walls - Fill cells solid with concrete and (l) u5 bar vert. at 40" o.c. for walls u to 10'-0"* hi h. Space 32" o.c. for walls up p10'-0" LOFT For walls over a special inspection is required by any licensed structural engineer to review and approve the vert. steel installation in - in the wall cavity and into beam. HUNG = 2" x 4" non-bearing stud walls - see sections. Insulate -I with R-11 batts at bathrooms & between A/C and GLASS Non -A/C spaces 2'-2" 2" x 8" bearing stud walls - see sections. Insulate SINGLE BEDROOM 4. Non -A/C spaces x 4'-2" 2" x 12" bearing stud walls - see sections. Insulate HUNG with R-19 batts at bathrooms & between A/C and 1 3'-1" Non -A/C spaces SINGLE * 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. K I SLIDING PANEL DOOR L 24'-0" x 10'-0" � M 20'-0" x 8'-0" GARAGE DOOR Stair Info: 14'-I 1/4" A.F.F. 2'-8" x 8'-0" 20 MIN. FIRE RATED DOOR #� m FRENCH DOOR 0 24'-0" x 8'-0" POCKET SLIDING GLASS DOOR 42" high guard rail 24 risers at 1 1/16" high 22 Treads at 11" deep 42" high guard rail 0 � ® shop drawings by mfg shop drawings by mfg 42" high knee wall with type I handrail at C-4 I O C-4 -- ------ --- ——36—hh------- — — —— — — — — —— — — —� K O O DN F-------- i i--------� D N— — — — — — -- — ----- F I I I Rod ii Shelf �y JI Mirror q'-0"CFM r---- FAN c�P1-=�, N.TO�F.LOl1R I Rod E Shelf H -------- — N - 1I - I L -----J I L-----� I L ---------J L--------� �r o 0 E 00II I IE)i 1 110101100 0 00 0 0 0 ® _ ® ® BEDROOM 3' -II" cn 12'-1" 12'-1" cn 3'-11" O # 5 FRONT PORCH 00 0o O O C -I C -I -__Q ` I. I. F 24 O" I i i i I I i i i I Q 1 XI I i i of I --------------------- ROOF= BELOW I I EXT. WALL , J' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- V__________________________________________________________________________________�I SECO D FLOOF, �=/4 000 24' O" 42" high glass guard rail shop drawings by mfg I i i i I I i i i I I i i i I QI I i i I XI LI I i i I -------------------- I I ROOF BELOW � I I I I I I � 1 � -----EXT_ WALL -- - - - - - - - - - - - - - - - - - -- 1 1 SEE CEILING PLANS FOR CEILING HEIGHTS AND DIMENSIONS SHEETS 6 t 1. SCALE 3/16" = I' -O" PROVIDE TANKLESS WH UNDER TUB SURROUND FOR TUB ONLY. PROVIDE FOR ACCESS ON TOILET SIDE OF TUB SURROUND FOR TUB EQ. AND WH WALL SYMBOL LEGEND �= CBS walls - Fill cells solid with concrete and (l) u5 bar vert. at 40" o.c. for walls u to 10'-0"* hi h. Space 32" o.c. for walls up p10'-0" to 15'-0"* For walls over a special inspection is required by any licensed structural engineer to review and approve the vert. steel installation in the footings, in the wall cavity and into beam. HUNG = 2" x 4" non-bearing stud walls - see sections. Insulate (3) 2'-6" x 3'-6" with R-11 batts at bathrooms & between A/C and GLASS Non -A/C spaces 2'-2" 2" x 8" bearing stud walls - see sections. Insulate SINGLE with R-19 batts at bathrooms III between A/C and 4. Non -A/C spaces x 4'-2" 2" x 12" bearing stud walls - see sections. Insulate HUNG with R-19 batts at bathrooms & between A/C and 1 3'-1" Non -A/C spaces SINGLE * 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. K Window Schedule Mark ESP aluminum windows with tint. Size mullions per Window Description I. 3'-I" x 5'-3" SINGLE HUNG 2. (3) 2'-6" x 3'-6" FIXED GLASS 3. 2'-2" x 4'-2" SINGLE HUNG 4. 3'-1" x 4'-2" SINGLE HUNG 5. 1 3'-1" x C-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. D - ALL windows in bathrooms to be tempered E - ALL windows within 18" of finished floor to be tempered unless impact rated. MDF G - verify all masonry/rough opening sizes prior to ordering windows. 2'-8" x 8'-0" MDF -POCKET Door Schedule Mark Size Door Description A C -O" x 8'-0" FRENCH DOORS B 6'-0" x 9'-0" CUSTOM FRENCH DOORS C 3'-0" x 8'-O" 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 (2) 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 0 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'-O" wlde 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 CV O LL - NC -4 � I CV QL �CA a � 3 V U �C QUQ Tu Q v U 0Z U WLL U o � � co U 0 73 n� V � Q� < N (L L w w� 6° O zW �ILD 00�U o < > NN O ti I 4 Z N C,4 # Wch ~ w � X — -1 L U to LL +J d) J-1--1 v Q .,--) to n� �.l mL SHEET NO: 0 OF 21. JOB NUMBER: I9-207 I oOQ��Q��°° O c oa 0 R. Digitally signed ° o o°®°��®�*°oo by Daniel Braden d -moo ��® / °oma Date: 2020.05.11 °�°°°°o°°° °°o c °�� 0 �o.�QGD°p� . 0 09:56:14 -04'00' O O C -I F-42 C -I I F_ 0 _ o0 L I SB -5 I I I 100 I z I I I I I I I Provide (3) filled cev'5' for beam connection above 1 I I L T I I IRR ump I I I I I I I I I 25,_0„ l'-4 F-60 C-1 F-42 r --- I -- 1 F-42 C-1 F-42 C-1 oJ-- I - -------------_O ------------------------------IOI _g _8------------T-- -------_g--- TT., I SB -5 L _ _ _ _ SB -5 - - - J SB-5ul SB -5 SB -5 I 4" concrete slab with fibermesh OR p I 6"x6" #10/10 WWM on 6 mil Visqueen over - I clean compacted termite treated fill `n 8" 32'-2" 23'-3" Total height j Charge Verify recess for N SGE) track in field C-3 00 C-3 911. prior to placing slab 1 r- -------1 4AZ r - - - - - -- - I H.B. 1 -------------� I ` I I ------------------------------ -I --------------- �. + �0 00 00 0 0 0 "I ;r -' _:�-------T----------------T------�- _- - - o 00 00 0 0 ©o - - - - -�-�- -1 I T -12A �_._� 1 �_�_ _ ---------24S ------------- --1-- 1 I F -24S1 II1 F -q4 I I I I F-94 I--------- �-245 1 ---------- I I I �Z -I- ------ -J '-- ------ -� I I mW 1 0 1 1 28'_0„ N M, S�_5 24'_0„ 1 SBS 28'_0„ N 1 tun - ----------1-----------1-- ---------- - - s.c.J. N1 1 Icv- ----------- - - - - --------------------+ U_ ° 1 ILL o SB -I 1 I I I I I 1 � I I SLAB FFE = 28.38' NAVI� I I I S I LL I I 2�,_3„ 1 24,_2„ 2�,_3„ I o w ---1----------- s.c.J. ------------------------ - ----- -------------------------- 1 4" concrlete slab with fibermesh OR I co I I 1 61'x6" #10AP WWM on 6 mil Visqueen overt I I *1F colpatted termite treated fill I C- SB74iF-48 SB-4SB 4center of footin SB41 F-48 L61 I � 61 01 �I �I 1 1 j -I O O 1 N � Slab Bar Schedule � Mark SIZE x Y z T e Spacing Notes SB -I #4 48" T-12 Thicken slab edge to 12"w x 9"d with (2) 45 bar cont. Standard Upturn Bar 32" o.c. Tie to vert. wall steel 16"d concrete monolithic footingwith (2) 45 rebar transverse bars at 32" o.c. bottom) continuous SB -2 44 16"d concrete stem wall footing with (2) 45 rebar transverse bars at 32" o.c. (bottom) 48" 48" "Z" Bar 32" o.c. Verify step depth F -24S SB -3 #4 F -25M 48" 24" "Z" Bar 32" o.c. Verify step depth 36"1 x I6"d concrete pad footing with 45 rebar steel. SB -4 44 94" 42"1 x 16"d concrete pad footing with 45 rebar steel. at 8" o.c. max. each Flat Bar 32" o.c. Center bar on center of bearing wall at 8" o.c. max. each F-60 SB -5 44 48" F-94 94"w x bottom 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 foundation SB --1 44 12" Flat bar 24" o.c. Tie to vert. wall steel ch SB -8 44 12" Flat bar 24" o.c. Tie to vert. wall steel � X-1 ,� Standard Upturn Bari 32" o.c. Tie to vert. wall steel I 4 X STANDARD SLAB BAR Y Z House Slab Porch V enf each location Slab "Z" BAR EQUAL OR UNEQUAL LEG Verify each location x BARS IN STEPS l J�, x N STANDARD HOOK BAR x iv — STANDARD UPTURN HOOK BAR CV Pn;Pru Al AR A7ANr)6r2r) unnk RAP (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 L_-F-I6M----- ---- - - - - ------- - - - - ------- - - - - -- I 1 -- ------- -------- - - - - - - -- 0 j 4" concretf slab With fibermesh OR_36L I --J 6"xC #10/10 WWM on 6 mil Visqueen over `t 0 r' clean comp�cted termite treated fill 1 I o I 1 v7 10 1 1 cn !L I o 15 2 N ------F-?4S -- --1 F -24S ° F v r F -116M ------- ------ -1- -------------� ----- - -- ----' O I�------------ I--I------------------ N co �r r I � I O I O O Oft kX &aD O O O DO I -- -- ----XX XX -XX XX 3M 0 - -'#�C a.� W.H. W.S. r----- - --- - -- �-----_ ---- - -- ---- - -----� I � d Ha fro NCeilin Panel PaBnel PC el I 1 I I water F-36 l � � 'q -r -�-31 I �0� _ _ ,r_ _ _ _ _ I s.c.J. — — — — — — .0 — LO I I 00 I40-__ 00 I I I r n _AL_F- 65 — r�rn L -- - =I6S _� 11L II F----- — ---------=t-- ---= -- FRONT FRONT I I N C Q. r O F-2511 LOAD LOAD — — — — — — — — — WAHER SDRYER -T- - T +1 N a 0 1� --- -a--- --- XF ---------- 9 _ L�_ a e I � I 1 1 I O_ t6 I m I 1 _NI`po 4" concrete slab 6th fibermesh OR i I N 4"x6" 410/10 WWM In 6 mil Visqueen over I— — — sle�n �ompac3�d_,eemlte _"t€d LiLI — — — — — — rn I�103 1 SLOPE 2" i o I I itjl 1 I I I I I I I I 1 I I I IoI I I I 1 I 1 22 l-8 l I F -36S I i o O I 101 I I I F -16S I 0D O------------------------- -- - - - - -• O I cv 1 1 O©----0--- O©—i i i-----0 00 -- 0 I .B. 9,_0„ OWNER SPECIFIED DRIVEWAY - SEE SURVEY BY OTHERS 32'-O" O O1 I IE)l 1 10 1 cli I I - I I I � I IJ O 1 0 1 I 0 I F -36S 1 0 I L_ �_ I ul 1 �I I S.C.J. ------ - - - - -- ------ O 1 4" concrete slab wits fibermesh OR 61'x6" #10/10 WWM on � mil Visqueen over clean compacted ter ite treated fill I m I I LI I I ° N SLOPE 2" 1 O 1 I I 0 °1I f - I I o 1 jl 1 1 >L1o1 --- S-- -- — I I I I I I I I101 22,1 8„ r I I I o I F -36S I I °p o I F -116S - - I I O'-------------- 1 -------- - - - - -JOI OD I I 1 O OO iiiiii00 O 00I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J q,_0„ 24'-O" FOUNDATION FLAN Column Schedule Mark Footing Schedule C -I Mark C-2 Size and Description C-3 T-8 Thicken slab edge to 8" x 8" with (1) 45 bar cont. HSS 5" x 5" x 5/16"t tube steel column T-12 Thicken slab edge to 12"w x 9"d with (2) 45 bar cont. F -114M 16"w x and 45 16"d concrete monolithic footingwith (2) 45 rebar transverse bars at 32" o.c. bottom) continuous F-I6S I6"w x and 45 16"d concrete stem wall footing with (2) 45 rebar transverse bars at 32" o.c. (bottom) continuous F -11M 16% x 22"d concrete stem wall footing - See detail on sheet 0-1 F -24S 24% x and 45 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% x bottom 36"1 x I6"d concrete pad footing with 45 rebar steel. at 8" o.c. max. each F-42 42% x bottom 42"1 x 16"d concrete pad footing with 45 rebar steel. at 8" o.c. max. each F-48 48"w x bottom 48"1 x 16"d concrete pad footing with 45 rebar steel. at 8" o.c. max. each F-60 60"w x bottom 60"1 x 16"d concrete pad footing with 45 rebar steel. at 8" o.c, max. each F-94 94"w x bottom 48"1 x 16"d concrete pad footing with 45 rebar steel. at 8" o.c. max. each Column Schedule Mark Size and Description C -I 16" x 16" concrete block column with (4) 45 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: I/4" = I' -O" 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 bg soil borings which shall be provided In writing to this firm bg owner/ contractor prior to start of ang construction. 5. Verifg all recess thickness at shower floors, all floor finishes as selected bg owner, door sills � thresholds etc..., prior to placing ang slabs. 6. Contractor to provide filled cell with concrete and I #5 bar vert, at 48" OX, max. Provide (1) filled cell On each Side of openings up to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" 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) 7. 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 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 10. Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. 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 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 7ERMICIDES 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 bg KSM Engineering report # 200098. Digitally signed by Daniel Braden Date: 2020.05.11 09:55:33 -04'00' � O � N U > L O Q �`Q } � (z z� p d) �OONU C 1 CV CV 1 N ori Im1 `n CV CV pp > I I I I I CA m mmLo a CV ' Jv -0 Q 'q- B V U QUQ Q U O LL 0) LL LH U SHEET NO: OP 21. JOB NUMBER: I�1-20� 'ou�Q........ oD o°° O c ® SSL R. BRAD o" 1� o° Aft 9770 °o ° 000 C �.(1°°°/o° L0 N ft W O ZW OC) O Lo OD U O < Cv N 1.L L 0c) OD IU # I Z CV CV 13 Uj ch ~ w � X-1 ,� 4 .,--) N SHEET NO: OP 21. JOB NUMBER: I�1-20� 'ou�Q........ oD o°° O c ® SSL R. BRAD o" 1� o° Aft 9770 °o ° 000 C �.(1°°°/o° Soffit heigf on 24" spa counter anc upper cabin with final c+ by others FfFS7 FL00F CEILlNG-; �=LAN SCALE 3/16" = 1'-0" ssed roll s per mfg FIELD VERIFY ALL DIMENSION AND INSTALL ROPE LIGHT SO FIXTURE IS NOT VISIBLE Scab 2" x to trusses for molding installation LED Rope Light Owner specified crown Drywall to rema1n cont. and wrap around 2"x TYF. COVE LIGHTING SECTION NTS Digitally signed by Daniel Braden Date: 2020.05.11 09:54:57 -04'00' SEE COLUMN CONNEC• DETAIL A ON SHEET I Provide owner specified tile on thinset and 3*4 bars at 12'7' o.c. each way top steel. Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLtt 11175.1 over Polyyglass self adhered / roofing underlagment over 19/32" CDX plgwood attached to trusses per sheeting attachment diagram on roof plan \PRE—ENGINEERED ATTIC STORAGE TRUSSES AT 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Bottom Chord to have min 201b live load. MAXIMIZE STORAGE AREA OVER GARAGES SECOND FLOOR FRAMING/LOUDER ROOF PLA\ TYPICAL NOTES: — ALL Plywood sub—flooring to be saturated w/ Thompson IS water seal immediately of ter Installation for leak protection. - Overhangs at 2'-0" unless otherwise noted on this sheet - Roof pitch at x:12 unless otherwise noted - Truss shop drawings to be provided by manufacturer - ,Aney changes to this plan Shall be submitted to the architect for apbroyal In writing brlor to starting construction O L31 BI 12 2' -3 xAccess6' i "A" Bars 2'-10" (y 2'-8" 122' with light 1'-6" Q 2,tt3 Max W Max -4" I— BI 2 Gravitg 2 2 Mark Unit 2'-8" Cast -Crete Above Bottom Top Size 2,43 Load 12 12 1 12 12 3'-2" Specification Steel Steel 3 SLOPE 5 SLOPE SLOPE 5 SLOPE Is 5'-2" L20 2'-0' 4'-0" 3 SLOPE BI L200 , 1569 1642 2'-2' L200 BI B6 8" x 16° N 2 #5 L31 2'-1.' V-9" BI u5 w 1363 l' -O" 6'-2" o 2,45 #5 W 7'-10" d) T ;: O 2 4.000 psi um mix B8 g" x 12" n 5'-1' 81`8-OBAT NO — 1 C4 1349 1011. 411 1_50 5'-0' BI 8F8-OBAT NO — 1 d BI 909 L8 1_40 G'-8" BI ~ 8F8-OB/IT NO — I u5 d) 727 2 LSO T -O' HE A 2 45 1011 and 3*4 bars at 12'7' o.c. each way top steel. Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLtt 11175.1 over Polyyglass self adhered / roofing underlagment over 19/32" CDX plgwood attached to trusses per sheeting attachment diagram on roof plan \PRE—ENGINEERED ATTIC STORAGE TRUSSES AT 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Bottom Chord to have min 201b live load. MAXIMIZE STORAGE AREA OVER GARAGES SECOND FLOOR FRAMING/LOUDER ROOF PLA\ TYPICAL NOTES: — ALL Plywood sub—flooring to be saturated w/ Thompson IS water seal immediately of ter Installation for leak protection. - Overhangs at 2'-0" unless otherwise noted on this sheet - Roof pitch at x:12 unless otherwise noted - Truss shop drawings to be provided by manufacturer - ,Aney changes to this plan Shall be submitted to the architect for apbroyal In writing brlor to starting construction O Bar Length 122" 54' "A" Bars 2'-10" 2'-8" Window 1'-6" Aece with ligh End pu down stairs 2,tt3 Max W Max -4" 2'-2" Stressed BM Block 2 Gravitg Uplift 3'-10" Mark Unit 2'-8" Cast -Crete Above Bottom Top Size 2,43 Load Load Load Width 3'-2" Specification Steel Steel ZI 12 12 12 5'-2" L20 2'-0' 4'-0" 3 SLOPE 5 SLOPE SLOPE 5 SLOPE 1569 1642 2'-2' L200 BI B6 8" x 16° Tie ncrete Beam 2 #5 L31 2'-1.' V-9" BI u5 2561 1363 l' -O" 6'-2" Tie nBeam 2,45 #5 7'-10" 2 T -O" 2,45 4.000 psi um mix B8 g" x 12" L45 4'-5' 5'-1' 81`8-OBAT NO — 1 u5 1349 1011. 411 1_50 5'-0' 5'-8' 8F8-OBAT NO — 1 u5 1105 909 339 1_40 G'-8" G' -e' 8F8-OB/IT NO — I u5 d) 727 534 LSO T -O' T -O" 8F8-OBAT NO — 1 45 1011 121 N 1_80 8'-0' 8'-8' 8F8-OBAT NO — I u5 1.99 591 512 BI � 8F8-OBAT NO — 1 w 535 BI 401 1_100 10'-0' 10'-8" 8F8-OBAT NO — 1 u5 582 BI = 452 TA 20 8FIL-IBAT NO ONE I u5 1 u5 L8 410 1 402 L120 12'-0' Scale: 1/4" = 1'—O" - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for lagout and uplift verification - Provide fire stop blocking at all floor trusses dividing the floor area into 500 sq. ft. (Max.) spaces Additional 45 bars COVER Precast Lintel '`— --10 8F8-OBAT Additional - tt5 bars CLEAR COVER Ona Row of Beam Block Above rPrecast Lintel NLA7 �✓ � Haaiuonai � `i i t----� 45 bars s----� BFIL-IBAT 8FIL-IB/2T NOTES: I. MIN. COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED ® EA. END = 4" S. STANDARD FOR REINF. STEEL = ASTM A615 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length Clear Span "A" Bars 2'-10" fastener 2'-8" Window 1'-6" Pre- Rows of 2,tt3 Max Max Max -4" 2'-2" Stressed BM Block 2 Gravitg Uplift 3'-10" Mark Unit 2'-8" Cast -Crete Above Bottom Top Size 2,43 Load Load Load Width 3'-2" Specification Steel Steel 2,43 5'-4" (PLF) 5'-2" L20 2'-0' 4'-0" 8F8-OB/IT NO — I 2,43 3069 1569 1642 2'-2' 4.000 psi um mix B6 8" x 16° Tie ncrete Beam 2 #5 L31 2'-1.' V-9" 8F8-OBAT NO — 1 u5 2561 1363 l' -O" 6'-2" Tie nBeam 2,45 #5 7'-10" 2 T -O" 2,45 ALL reinforcing steel is grade 60. 111311 Bars none none none none none none none none none FLIP COLUMN CONNECTION DETAIL A ON SHEET D-5 FOR THIS CONNECTION Tgpical flooring over 15/32" COX plgwood screwed to trusses or ,foists thru 23/32" COX plywood sub -floor. nstall 15/32" plywood with #8 x 2.5" wood screws at 4" o.c. max, spacing over 15 Ib felt. Install 23/32" COX plywood screwed and glued to trusses or ,foists with tt8 x 2' screws It 12" O.C. ARE—ENGINEERED 24" DEEP FLOOR TRUSSES AT 24" O.C. TYPICAL 'shop drawings by manufacturer) See tgplcal section for Wall finish notes Ledger LGI � see ledger schedule TRUSS BRACING NOTES Contractor to brace all top and 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 top and bottom chords - install bracing on any top or bottom chord which is longer than 12' in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. •usses spaced per truss nufactures plans 1pical splice ttach bracing to truss chord iing (2) IOd nails in all cations " x 4" wood bracing STRAPPING SCHEDULE HETA 20 HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) IOd x 1 1/2" nails. Area LINTEL SCHEDULE Meld Top Steel AMOUNT fastener Pressure Window I Pre- Rows of Stirrup SIZE Max Max Max or D Zone Stressed BM Block �" Gravitg Uplift Lateral Mark Unit Lintel Cast -Crete Above Bottom Top Size Size Load Load Load Width Size Specification Steel Steel ** Zone 3a (PLF) (PLF) (PLF) L20 2'-0' T-10' 8F8-OB/IT NO — I u5 3069 1569 1642 2'-2' 4.000 psi um mix B6 8" x 16° Tie ncrete Beam 2 #5 L31 2'-1.' V-9" 8F8-OBAT NO — 1 u5 2561 1363 111.3 2'-8' 8" x 16" Tie nBeam 2 #5 2 #5 43 24" 4.000 psi um mix B8 g" x 12" L45 4'-5' 5'-1' 81`8-OBAT NO — 1 u5 1349 1011. 411 1_50 5'-0' 5'-8' 8F8-OBAT NO — 1 u5 1105 909 339 1_40 G'-8" G' -e' 8F8-OB/IT NO — I u5 1011 727 534 LSO T -O' T -O" 8F8-OBAT NO — 1 45 1011 121 534 1_80 8'-0' 8'-8' 8F8-OBAT NO — I u5 1.99 591 512 L90 9'-0' 9'-8' 8F8-OBAT NO — 1 #5 535 530 401 1_100 10'-0' 10'-8" 8F8-OBAT NO — 1 u5 582 414 452 LIIO 10'-0' ll' -8' 8FIL-IBAT NO ONE I u5 1 u5 1254 410 1 402 L120 12'-0' 12'-8' 8FIL-IB/IT NO ONE 1 u5 1 u5 1015 LOL 324 L140 14'-0' 14'-8' BFIL-IBAT YES ONE 1 85 1 u5 1310 519 284 LILO I1.' -O' IL' -8" 81`16-I15/2T YES ONE 1 u5 2 u5 950 500 194 LI80 IL' -O' 18'-8' 8FIL-IB/2T YES ONE 1 u5 2 u5 1 150 424 148 L200 IL' -O' IS -8' BFit.-IB/2T YES ONE 1 u5 2 1 u5 I 598 31.9 125 - 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 13' -II" 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 FLIP COLUMN CONNECTION DETAIL A ON SHEET D-5 FOR THIS CONNECTION Tgpical flooring over 15/32" COX plgwood screwed to trusses or ,foists thru 23/32" COX plywood sub -floor. nstall 15/32" plywood with #8 x 2.5" wood screws at 4" o.c. max, spacing over 15 Ib felt. Install 23/32" COX plywood screwed and glued to trusses or ,foists with tt8 x 2' screws It 12" O.C. ARE—ENGINEERED 24" DEEP FLOOR TRUSSES AT 24" O.C. TYPICAL 'shop drawings by manufacturer) See tgplcal section for Wall finish notes Ledger LGI � see ledger schedule TRUSS BRACING NOTES Contractor to brace all top and 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 top and bottom chords - install bracing on any top or bottom chord which is longer than 12' in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. •usses spaced per truss nufactures plans 1pical splice ttach bracing to truss chord iing (2) IOd nails in all cations " x 4" wood bracing STRAPPING SCHEDULE HETA 20 HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) IOd x 1 1/2" nails. Ke Area Edge Meld Top Steel AMOUNT fastener Pressure Zone I Bottom Steel SIZE Stirrup SIZE 8d ring j Q w 101,01% �� 4 VA OVA ♦��WA10% ♦ Q E� A MA��OWWW�Ui�A�AOVA14 Zone l � "AN �� •♦♦♦•♦♦♦•♦•♦•♦•♦•♦•Q♦INWEM,♦•♦•♦•♦•♦•♦♦ �" 6" lid��►r•• ring shank �6 psf Zone 3 �" �" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf 4 #6 #3 10" 4.000 psi um mix B6 8" x 16° Tie ncrete Beam 2 #5 2 #5 Ke Area Edge Meld Top Steel AMOUNT fastener Pressure Zone I Bottom Steel SIZE Stirrup SIZE 8d ring shank 45 psf Zone 2 �" 6" 8d ring shank �6 psf Zone 3 �" �" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf BE,4M SCHEDUL�z- Mark SIZE (wxh) BEAM TYPE Top Steel AMOUNT Top Steel SIZE Middle Steel AMOUNT Middle Steel SIZE Bottom Steel AMOUNT Bottom Steel SIZE Stirrup SIZE Stirrup Spacing Concrete Strength BI (2) rows of beam block filled solid with concrete and (1) #5 bar cont. in each row `1.000 pal um mix B2 W16x36 Steel Beam 5OKS1 B3 W24x55 Steel Beam 5OKS1 B4 16" x 24" crete Tie nBeam 4 48 3 45 4 48 #3 10" 4.000 psi um mix B5 16" x 16" Tie ncrete Beam 4 #5 4 #6 #3 10" 4.000 psi um mix B6 8" x 16° Tie ncrete Beam 2 #5 2 #5 #3 8" 4,000oumo psi B1 8" x 16" Tie nBeam 2 #5 2 #5 43 24" 4.000 psi um mix B8 g" x 12" Fie ncreteBeam 2 45 2 45 #3 8" 4.000 psi Um mix B9 8" x 16" iTie ncreteBeam 2 45 2 46 #3 6" 4,000 psi um mix BIO (1) row of beam block filled solid with concrete and (1) #5 bar cont. BII (2) 2" x 12" SYP 42 HEADER B12 1(3) 1.15" x 16" LVL 2.OE Fb = 2600 psi — LAMINTAED WOOD BEAM SEE BEAM DETAILS ON SHEET D-5 Typical Mooring on 3/4" CDX plywood sub -flooring screwed and glued to floor trusses. ALL plywood sub -flooring to be saturated with Thompson's water seal Immediately after Installation for leak protection base board Provide Simpson H2.5 strap Q� at each floor ,foist to ledger connection 18" deep Top Chord Bearing floor trusses at 24 o.c. typical 5/8" Drgwall see beam schedule 3" mineral wool batts Floor Truss to Block LUall /ttachment Detail nts Tgpical Flooring on See wall Section /Floor Joists for Details ( see framing plan ) � �f�_ -----T---T ---� 'C ---Z\ T-- T ----------------------------\\� '-------- 5/8" drgwall 1/2" COX plywood nailed to ,foists with bd nails at 6" o.c. edges t 12" o.c. intermediate DR AFTSTOPPING DETAIL scale 3/4" = 1'-0" Digitally signed by Daniel Braden Date: 2020.05.11 09:51:48 -04'00' T H R U 12 3 SLOPE — S E C T 12 SLOPE o N U - S E C T I O N u 2 5CALE: I/9" = I'—O" 12 ---+�------*�-----'�,-___ SLOPE 3 LL -� - rte, I -- I � I II II I II II i I II II , ; II II I II II II II , II II I II II , — ——r-�T-------T-------iT-------ir-------iT-------iT-------iT II II II II II II , II II II II II II II \ ° O A V T F— R Ir�� U II II II II I I I I I I I , II II II II II II II II I I II II �___ (Y O II II II I _ _ -Tr_,_ I II II II II II II II II II II - S E C T I O N u 2 5CALE: I/9" = I'—O" 12 ---+�------*�-----'�,-___ SLOPE 3 LL -� - rte, I -- I � I II II I II II i I II II , ; II II I II II II II , II II I II II , — ——r-�T-------T-------iT-------ir-------iT-------iT-------iT II II II II II II , II II II II II II II \ B Q I II II II II II II II II II II II II II II II II II Ir�� U II II II II I I I I I I I , II II II II II II II II I I II II �___ (Y II II II II II II II II II II I _ _ -Tr_,_ I II II II II II II II II II II II - _ -,T___ - , II II II II II II II I II II II II II II II C__u-------u-------u-------u-------u-------u-------u-------u-------u-------u--_----u-------u-------u--------i II II II II II II _ _ II II II II II � - _ _ LJ LJ LJ LJ LJ LJ LJ H L-------------------------------------------------------- ----------- ---------------------�J I I I --------------------------------------------------------------- i -- i I I III III III III III III III III ____ Ir, _. - III III I�____ �.� III III Irr_____� III III I I , I I III __ III III _____ III III III III _____ III III III III ___ III III III I I -=---�1j-----jq i�==--- I III III III III III III III IF-----.yi--_-- III I II III III _- 1---=- III III I 4 r r ________s______ -s___4 _-___-ro In--__ -ro In.-- o � I III III III III III III III III I ll III III 1 ---=- III III I 11 III III I I I I I III III III III III III III III III III III III III III I I I SII II i i III II III II III II III III =� II III III jl II III III II III SCALE: 1/4" = 1'-0" Digitally signed by Daniel Braden Date: 2020.05.11 09:50:57 -04'00' 'J (a B Q 4--) N � U SHEET NO: T3-1 OF 13. JOB NUMBER: I9-201 fo�.o��0000aoo 000 �G� o o� ® *P -L R. BRAD o ® _ 0 o ?� a AVS 9760 4� 0 a a o N rn (Y W Z W z W Ln ao CA IN 06 00 < p— r r z 0000 #$ 1 N N a- -Q �3 ~W�x-1 N SHEET NO: T3-1 OF 13. JOB NUMBER: I9-201 fo�.o��0000aoo 000 �G� o o� ® *P -L R. BRAD o ® _ 0 o ?� a AVS 9760 4� 0 a a o Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. FIII To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. FIII To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS S1 Bond E (1) 95 bar 1n filled cell ff.T.9171101-MVIR W... 2" x 6" FT wood secured With 1/2"dia. x 6" expansion anchors with 2" sq. washer at 16" o.c. -D Hook (1) U5 bar vert. 1n filled cell &s in Bond Beam H�iaht overhead door track secured to wood jamb per manufacturer's product approval ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS Garaae Door Jamb Detail T 4" concrete slab with fibermesh OR �I I `� I S 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 48" Thicken edge to 8"x8" with concrete and one #5 bar continuous 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE m T-8 FOOTING DETAIL SCALE 1/2" = I' -O" Recess for garage door - verify depth with door MFG prior to placing slab Thicken edge to 12"x8" 4" concrete slab with fibermesh OR with concrete and 6"x6" 410/10 WWM on 10 mil Visqueen over Two 45 bar continuous clean compacted termite treated fill GRADE T-12 FOOTING DETAIL SCALE 1/2" = 1'-O" SEE TYPICAL SECTIONS MAX HEIGHT = 48" O j NO ROOF LOAD TO BE PLACED HERE Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered 12 roofing underlayment over 19/32" CDX plywood attached 3 ISLOPE to trusses per sheeting attachment diagram on roof plan Simpson HTS strap at each truss suppporting Max. 1450 lbs, uplift (2�f) IOd x 1 1/2" nails in each strap Galt' -Alum Metal drip on I" x 8" Fascia on 2" x 6" Sub -Fascia 24" O.H. 5/8" thick stucco on 3/8" hi -rib lath 7 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 42" high glass railing - shop drawings provided by MFG. Railings shall comply with FBC R312.1 Min. 2" clear gap below bottom rail for porch drainage Galv. drip on 2" x 8" Fascia. Stucco expansion ,joint 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 Smooth finished stucco capital and base Smooth finished stucco capital and base C-1 double plate for door attachment B12 Build down kneewall height as needed using 2" x SYP 42 studs with Simpson SP straps connecting all plate to studs. Screw plate to trusses using (2) 1*10 x 3.25" wood screws into each truss. Size SP strap accordingly to each stud size used WALL BEYOND Tile on torch Down Step per framing plan slope top chord I" for drainage V Verify girder thickness and adjust 6, location so door can be installed on exterior side 12 5 SLOPE PRE-ENGINEERED ROOF TRUSSES AT 24"O.C. TYPICAL (shop drawings by manufacturer) -20 Spray foam insulation 12" min I 5/8" drywall with smooth finish See light cove detail on sheet 6 1/2" drywall over I" x furring strips at 16 o.c. with R-5 rigid 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' only. Provide Dur -0 at air wet areas (ex. showers, tubs etc...) See Door Schedule For Sizes Drywall return Typical flooring over 15/32" CDX plywood screwed to trusses or ,joists thru 23/32" CDX plywood sub -floor. Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c. max. spacing over 15 Ib felt. Install 23/32" CDX plywood screwed and glued to trusses or ,joists with #8 x 2' screws at 12" o.c. R-20 spray foam insulation l PRE-ENGINEERED 16" DEEP FLOOR - TRUSSES AT 24" O.C. TYPICAL (shop drawings by manufacturer) �[ 5/8" thick stucco on 3/8" hi -rib lath I 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 OFEN Verify SGO recess with door MFG prior to slab placement Step per foundation plan Slope per slab plan I11 iiia_ BEYOND O 6- 12 -SLOPE 5 R-20 Spray foam in PRE-ENGINEERED ROOF TRUSSES AT 24"O.C. TYPICAL (shop drawings by manufacturer) 5/8" drywall with smooth finish I" x 3" PT furring horizontal fire stop 1/2" dr wall over I" x furring strips at 16" o.c. with R-5 rigid — 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 01M11 only. Provide Dur -0- at al r wet areas (ex. showers, tubs etc...) See Door Schedule For Sizes Pour curb as needed for fixed door installation No additional steel req. if cur height is less than 6". If over I��i4Ntensirhstalltfil6n#0'.balf hmraonLl 12 SLOPE 3 IP • C-1 Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL9 11115.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per, sheeting attachment diagram on roof plan PRE-ENGINEERED 24" DEEP FLOOR - ff-1 v TRUSSES AT 24" O.C. TYPICAL O. I/2 drywall over I" x furring (shop drawings by manufacturer) 1 strips at 16" o.c. with R-5 rigid insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertainingg ASTM codes. "M" 1 a 3" mineral wool batts insulation at AC Space i i Mortar to be Ty e only. Provide Dur -O - lock O ' " N N at alr wet I/2 dr wall over I x furring areas (ex. showers, tubs etc...) Pre -cast Lintel N '. .... strips at 16" o.c. with R-5 rigid insulation on typical 8" Block walls 1 O O See Roof plan for details fid:---=•_- All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. "M" Mortar to be Tye only. Provide Dur -O -lock at al wet 16„ areas (ex. showers, tubs etc...) areas See Window Schedule For Sizes 0 N O O See Door Schedule - _ For Sizes low - ff-1 Section at rear Covered Porch Typical Flooring on 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill T -12A Scale : 1/2" = 1'-0" Simpson HETA 20 or equal hurricane 0 x l/each nais ( 24" o.c.) supporting Max. 1810lbs. uplift I Galy-Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x 6" Sub -Fascia 24" O.H. Pre -Manufactured outlooker 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood —fl 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 42" high glass railing - shop drawings provided by MFG. Railings shall comply with FBC 8312.1 Min. 2" clear gap below bottom rail for porch drainage Slope Slab 1/2" toward street 6" Concrete slab with 95 bars at 8" o.c. each way bottom steel and 4,4 bars at 12" o.c. each way top steel. C-1 See Door Schedule For Sizes Typical Flooring on 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill T-8 -8 Step per foundation plan /� Slope per slab plan a a F -2-4S _ BEYOND Section at Covered Front F orch -2 Scale : 1/2" = l' -O" Smooth finished stucco capital and base Smooth finished stucco capital and base .. O N � � O r LL N N � N i - AC � QN U �r � N Q (V W Q v U W n` U V W U O U QO N � QJ N Q� < N OL (V w Ul L o O O Z W oo til O < > < N� O OD 00 U < < Z0000 CV CA #* 0 CA CA ~O rr� cr �73 wUm ~ LQ X-1 L U �LL LL N 4-3 q3 -Q m� J-1--1 SHEET NO: D — 2. OF 21, JOS HUMBER: 19-207 Digitally signed o o°®�� '®�� o° by Daniel Braden a AR 9770 Date: 2020.05.11 0-0°° 09:49:44 -04'00' nam "board 5sing )re -hung pocket door Typical Pocket Door ED&tai Southeastern Metals 2-4 ga 5v Crimp Metal Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal 12 hurricane anchor at each truss with (10) IOd x 1 1/2" nails 31 SLOPE ( 24" o.c.) supporting Max. 1810lbs. uplift 23'-O" T.O.B. A.F.F. - - - � Galt' -Alum Metal drip on k ;� I" x 4" Drip on � l I x 8 Fascia on 24" 2" x 6" Sub -Fascia O.H. 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 O into vertical wood framing members 5/8" thick smooth finished stucco on typical concrete block construction Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed S E D 32" unless otherwise noted see foundation plan notes For spacing at openings 45 bar vert. w/ 30" overlap at each filled cell 14'-0" = Second Floor A.F.F. 0 N Sl AT SIDE WALLS RUNNING FRONT TO BACK 5/8" thick light textured stucco on typical concrete block construction Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes For spacing at openings 1*5 bar vert. w/ 30" overlap MAX HEIGHT = 48" a Grade > o LL �a N O i N F -2-4S NTS R-20 Spray foam insulation 12 5 SLOPE Typical Interior PRE-ENGINEERED ROOF TRUSSES AT 24"O.C. TYPICAL (shop drawings bg manufacturer) 5/8"thick drywall finished per room schedule Typical Wall Reinforcement see detail on sheet 0-2 1/2" drywall over I" x furring strips at I(V o.c. with R-5 rigid 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 11M71 only. Provide Dur -O -Rock at alr wet areas (ex. showers, tubs etc...) Owner specified baseboard Typical flooring over 15/32" CDX plywood screwed to trusses or Joists thru 23/32" CDX plywood sub -floor. Install 15/32" plywood with #8 x 2.5" wood screws at 4" o.c. max. spacing over 15 Ib felt. Install 23/32" CDX plywood screwed and glued to trusses or ,foists with 48 x 2" screws at 12" o.c. 3" mineral wool sound batts PRE-ENGINEERED 24" DEEP FLOOR TRUSSES AT 24" O.C. TYPICAL (shop drawings bg manufacturer) 5/8" thick drywall finished per room schedule Typical Wall Reinforcement see detail on sheet 0-2 STORAGE 1/2" drywallover I" x furring strips at 16„ o.c. with R-5 rigid insulation on typical 8” Block walls All drywall is per FBC 102.3.1 and shall meet all pertainin�g ASTM codes. Mortar to be Tyge "11" only. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Owner specified baseboard Typical Flooring on 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated Fill � TYPICAL TWO-STORY SECTION o -3J Scale : 1/2" = l' -O" HOUSE SLAB N m Sum Wallboard ood casing wood Suck Note: all doors to be prehung Door [D&tai NTS #5 bar vert. at filled cell Typical Masonry Wall 3/B El 10 ��p ❑0❑❑❑ 6" Control Joint Extend ,joint reinforcing at 30'-0" max. into concrete column PLAN VIEW PLAN VIEW AT ALL/ANY CONTROL JOINTS Typical Masonry Wall N m 32" 32" Provide Prefabricated Provide Prefabricated "T" Joint Reinforcing "L" Joint Reinforcing at ALL T -intersections at ALL Corners PLAN VIEW PLAN VIEW AT ALL 'T' MTERSECTIONS AT ALL CORNERS TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE DUR-O-WAL DA3200 LADUR JOINT REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT 16" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYfi ICAL MAS0NRY WALL REINFORCING DETAILS NTS stucco finish see elevations for notes 2" x 8" stud wall two studs under header two on outside Tubical Window Jamb Stucco fmii see elevate for notes Stucco j to opening framing -ers product approval t=ram& Wall SITS (3) 2" x 12" SYP 42 'attach window toopen ng framing er manufacturers product approval 'ywall return Jlndow - verify rouh )pening size manuf acurer Irble sill � ' drywall Window H&ader and Sill d&tail 5) Frain& l.Uall Scale 1 — 1/2" = 1'-0" Southeastern Metals 24 ga 5vCrimp Metal Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered R-20 Spray foam insulation roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 12 5 1 SLOPE 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 BI -- 24" 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 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade T - TYPICAL 12 3 SLOPE REM PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" thick drywall finished per room schedule Typical Wall Reinforcement see detail on sheet D-2 0 _� 1/2" drywall„ over 1" x furring O 1 strips at 16 o.c. with R-5 rigid o - = insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Ty"1"ipe " only. Provide Dur -O -Rock at al?wet areas (ex. showers, tubs etc...) 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 T IV 4" concrete slab with fibermesh OR "x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill SLO E 2" TWO-STORY SECTION Scale : 1/2" = I' -O" 0 �r O v - 1 5/8" x 3 5/8" Top track 5/8" drywall ceiling on truss bottom cord One row of bracing mid -span min. Ll 0 5/8" drywall on N 1 5/8" x 3 5/8" x 22 ga stud metal studs at 16" o.c. 1 5/8" x 3 5/8" bottom track on 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Typical baseboard 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Typical Interior Non—b&dring Partition Scale: 1/2" = 1'-0" Contractor to install studs under EACH TRUSS as shown Simpson HTS -20 at each truss _ truss with (24) IOd x 1 1/2" nails in each strap withstanding 1,450 lbs max_ uplift 5/8" drywall ceiling (2) 2" x 4" top plate Strap each stud to plate using Simpson SP4 strap with (6) 10d x 1 1/2" nails in each strap 1/2" drywall on (2) 2" x 4" SYP 42 studs at 24" o.c. nail studs together using (2) 10d nails at 18" o.c. vert. One row of 2" x 4" blocking at mid -span of studs Strap each stud to plate using Simpson SP4 strap with (6) IOd x 1 1/2" nails in each strap 2" x 4" p.t. bottom plate with 1/2" exp anchor at 24" o.c. and min. 8" embedment with 2" washer '61 Typical baseboard 6" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill See foundation plan for footing size and steel req. 24" MAX NO TRUSS SHALL SET ON CLEAR SPAN OF TOP CHORD TYfi ICAL 2"x-4" STUD INTERIOR BEARING FARTITION Max. Uplift Continuous load path = 1,450 lbs, from truss to footing. Max. Gravity load on each pair of studs = 2,500 lbs. Scale: 1/2" = l' -O" .O N CA O r LL N N Q N -0 0 1 U0 U �NoU(VOUJ Q v U n` U V U C___ f— LL �, m U � S__ -bt+- Q� < N n�'c w MUl L -:5o O O ZW oo M O ' N N O U ZNN 0000 <CA # cr 7 ~ LQ x-1 N < �=I! 4-3 Q3 -Q m9__ J-1--1 SHEET NO: OF 21, JOS HUMBER: oT Digitally signed o o ®� RAD 4 so by Daniel Braden AR 9770 °oma 09:49:22 -04 00 window unit Attach windoi er manufactu 2" x 8" stud wall two studs under header two on outside Tubical Window Jamb Stucco fmii see elevate for notes Stucco j to opening framing -ers product approval t=ram& Wall SITS (3) 2" x 12" SYP 42 'attach window toopen ng framing er manufacturers product approval 'ywall return Jlndow - verify rouh )pening size manuf acurer Irble sill � ' drywall Window H&ader and Sill d&tail 5) Frain& l.Uall Scale 1 — 1/2" = 1'-0" Southeastern Metals 24 ga 5vCrimp Metal Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered R-20 Spray foam insulation roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 12 5 1 SLOPE 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 BI -- 24" 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 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade T - TYPICAL 12 3 SLOPE REM PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" thick drywall finished per room schedule Typical Wall Reinforcement see detail on sheet D-2 0 _� 1/2" drywall„ over 1" x furring O 1 strips at 16 o.c. with R-5 rigid o - = insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Ty"1"ipe " only. Provide Dur -O -Rock at al?wet areas (ex. showers, tubs etc...) 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 T IV 4" concrete slab with fibermesh OR "x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill SLO E 2" TWO-STORY SECTION Scale : 1/2" = I' -O" 0 �r O v - 1 5/8" x 3 5/8" Top track 5/8" drywall ceiling on truss bottom cord One row of bracing mid -span min. Ll 0 5/8" drywall on N 1 5/8" x 3 5/8" x 22 ga stud metal studs at 16" o.c. 1 5/8" x 3 5/8" bottom track on 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Typical baseboard 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Typical Interior Non—b&dring Partition Scale: 1/2" = 1'-0" Contractor to install studs under EACH TRUSS as shown Simpson HTS -20 at each truss _ truss with (24) IOd x 1 1/2" nails in each strap withstanding 1,450 lbs max_ uplift 5/8" drywall ceiling (2) 2" x 4" top plate Strap each stud to plate using Simpson SP4 strap with (6) 10d x 1 1/2" nails in each strap 1/2" drywall on (2) 2" x 4" SYP 42 studs at 24" o.c. nail studs together using (2) 10d nails at 18" o.c. vert. One row of 2" x 4" blocking at mid -span of studs Strap each stud to plate using Simpson SP4 strap with (6) IOd x 1 1/2" nails in each strap 2" x 4" p.t. bottom plate with 1/2" exp anchor at 24" o.c. and min. 8" embedment with 2" washer '61 Typical baseboard 6" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill See foundation plan for footing size and steel req. 24" MAX NO TRUSS SHALL SET ON CLEAR SPAN OF TOP CHORD TYfi ICAL 2"x-4" STUD INTERIOR BEARING FARTITION Max. Uplift Continuous load path = 1,450 lbs, from truss to footing. Max. Gravity load on each pair of studs = 2,500 lbs. Scale: 1/2" = l' -O" .O N CA O r LL N N Q N -0 0 1 U0 U �NoU(VOUJ Q v U n` U V U C___ f— LL �, m U � S__ -bt+- Q� < N n�'c w MUl L -:5o O O ZW oo M O ' N N O U ZNN 0000 <CA # cr 7 ~ LQ x-1 N < �=I! 4-3 Q3 -Q m9__ J-1--1 SHEET NO: OF 21, JOS HUMBER: oT Digitally signed o o ®� RAD 4 so by Daniel Braden AR 9770 °oma 09:49:22 -04 00 Southeastern Metals 2-f ga 5v Crimp Metal Roofing installed per product approval FLU 11115.1 over POlyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x 6" Sub -Fascia 24„ O.H. 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 1 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 Smooth finished stucco — capital and base 5/8" thick smooth finished stucco on typical concrete block construction C-1 im 12 5 SLOPE 12 3 SLOPE R-20 Spray foam insulation 1/8" thick li ht textured stucco installed per over ype 22 paper bac= wire lath nailed to substrate through one layer of —" ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Provide stucco stop flashing and counter f lashing Strap stud over bottom plate to floor truss using Simpson LSTA 18 flat strap filling all nail nail holes with IOd nails R-20 Spray foam insulation PRE-ENGINEERED ROOF TRUSSES AT 24"O.C. TYPICAL (shop drawings by manufacturer R-19 kraft faced batts insulation 2" x 8" SYP #2 studs at 16" o.c. max. 2" x 8" bottom plate Owner specified baseboard Typical flooring over 15/32" CDX plywood screwed to trusses or ,foists thru 23/32" CDX plywood sub -floor. Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c. max. spacing over 15 Ib felt. Install 23/32" COX plywood screwed and glued to trusses or ,foists with 48 x 2' screws at 12" o.c. PRE-ENGINEERED 24" DEEP FLOOR TRUSSES AT 24" O.C. TYPICAL (shop drawings by manufacturer) 5/8" thick drywall finished Strap stud over top plate to floor truss using Simpson LSTA 18 flat strap filling all nail nail holes with IOd nails 5/8" thick drywall finished per room schedule Southeastern Metals 2-4 ga 5v Crimp Metal Roofing installed per product approval FLU 11115.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan per room schedule Girder Truss - see shop drawings S �ct�on at LU orks-hop Ceiling T rdnsition Scale : 1/2" = 1'-0" PRE-ENGINEEREO ROOF TRUSSES Provide Simpson HTS 20 12 AT 24"O.C. TYPICAL (shop drawings by manufacturer) strap at each truss filling all nail holes with IOd x 1.5" 3 FSLOPE nails. R-20 Spray foam insulation } Galy-Alum Metal drip on See coffer detail on sheet 6. /8" thick drywall finished \,5/8" thick drywall finished I x 4 Drip on per room schedule I" x 8" Fascia on per room schedule 2" x 6" Sub -Fascia (2) 2" x 8" top plate strapped to each stud using Simpson SP8 filling all nail holes with IOd x 1.5" nails. 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood Bedroom # 3 framing with nails or staples to provide 1/2" drywall over I" x furring no less than 1-3/4" penetration into strips at W' o.c. with R-5 rigid OFFICE horizontal wood framing and 3/4" penetration 1/2" drywall finished per room schedule insulation on typical 8" Block walls into vertical wood framing members All drywall is per FBC 102.3.1 and R-19 kraft faced batts insulation shall meet all pertaining ASTM codes. O 1/8" thick light textured stucco installed per O 2" x 8" SYP 42 studs at 16" o.c. max. Mortar to be Tye "l"I" only. 1 ASTM C 926 over ASTM D type 2 paper backed Provide Dur -O -Rock at atwet a wire lath nailed to substrate through one layer of areas (ex. showers, tubs etc...) ASTM D Type 2 felt paper using 8d nails. Substrate 2" x 8" bottom plate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Owner specified baseboard Owner specified baseboard Provide stucco stop Typical flooring over 15/32" COX plywood screwed to flashing and counter Typical flooring over 15/32" CDX plywood screwed to trusses or ,foists thru 23/32" CDX plywood sub -floor. flashing trusses or ,foists thru 23/32" COX plywood sub -floor. Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c. Install 15/32" plywood with 48 x 2.5" wood screws at 4" o.c. max. spacing over 15 Ib felt. Install 23/32" COX plywood max. spacing over 15 Ib felt. Install 23/32" COX plywood screwed and glued to trusses or ,foists with 48 x 2' screws Strap stud over bottom plate to screwed and glued to trusses or ,foists with #8 x 2" screws at 12" o.c. floor truss using Simpson at 12" o.c. LSTA 18 flat strap filling all nail nail holes with IOd nails PRE-ENGINEERED 24" DEEP FLOOR ; - PRE-ENGINEERED 24" DEEP FLOOR R-20 Spray foam insulation TRUSSES AT 24" O.C. TYPICAL R-20 Spray foam insulation Oi TRUSSES AT 24" O.C. TYPICAL (shop drawings by manufacturer) N (shop drawings by manufacturer) .. I �0000000mmJ--) PRE-ENGINEERED ROOF TRUSSES T- -r- -' „ O AT 24"O.C. TYPICAL 5/8" thick stucco on 3/8" hi -rib lath 3 mineral wool batts insulation (shop drawings by manufacturer) 3 mineral wool batts insulation attached to horizontal and vertical wood L 5/8" thick dr wall finished N 5/8" thick dr wall finished framing with nails or staples to provide y y no less than 1-3/4" penetration into per room schedule per room schedule horizontal wood framing and 3/4" penetration Strap stud over top plate to into vertical wood framing members floor truss using Simpson Girder Truss - see shop drawings �j LSTA 18 flat strap filling all nail P 9 nail holes with IOd nails Simpson HETA 20 or equal 8 recast lintel - see schedule (2) 2" x 4" SYP #2 top plate hurricane anchor at each truss P with (10) IOd x 1 1/2" nails and framing/roof plan for locations ( 24" o.c.) supporting Max. 1810lbs. uplift R-13 Kraft faced batts Provide one layer of 30# felt I/2" drwall over I" x furring 2" x 4" blocking between truss and beam strips a 16" o.c. with R-5 rigid 5/8" thick drywall finished 2" x 4" nailer insulation on typical 8" Block walls per room schedule All drywall is per FBC 102.3.1 and See typical bearing wall detail shall meet all pertaining ASTM codes. - 1 for stud count and spacings Mortar to be Type "M" onlyy. O N \ / Provide Dur -O -Rock at atwet ' — C O Y E F E D Stucco return areas (ex. showers, tubs etc...) N_ SEE GARAGE SECTION FOR F O F C CEILING HEIGHTS U t I I t —� 1—I D See window Schedule I� oom For Sizes Garage Fill sill course solid with concrete for window attachment Tin cell cap Step per foundation plan Slope per slab plan Section at iZear Covered Porch Owner specified baseboard Typical Flooring on 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill \35-6 Slab Bar at 32" o.c. F -2-4S Scale : 1/2" = 1'-0" See typical bearing wall detail for bottom plate, attachments and strapping 45 bar cont N 24" Oulner specified baseboard Typi al Flooring on 4" concrete slab with fibermesh OR 6"x6 410/10 WWM on 6 mil Visqueen over clear compacted termite treated fill (2) 44 temperature bars \(3) 45 bars cont. and 45 transverse bars at 32" o.c. Section at Curage/Utility Rm. Scale : 1/2" = 1'-0" Digitally signed by Daniel Brader J0Date: 2020.05.11 09:49:04 -04'00' .. O N � � o r LL N N � N i- QL � N , o' 00 U �r � N Q (V w Q v U W U W � U 0 f— �, m U QO W (VI I I < N w w :::5o O O Z W 00 crl O ' N N O 06 Go U 0000 1 Z N NCA CA ## � ~ O rr� cr 73 Q� LLJ U cel ~ LQ X-1 L._. U IL +, LL mN 4-3 W 73 J-1--1 SHEET NO: D OF 21, JOS HUMBER: 19-207 %P_L R. BRAD --- --- � ' FBF; 9770 V �•� FRED ARG,�� N 2„ 2„ /8" dia. nelson studs rewelded to plate /8" thick embed plate 10" < j Preweld 3/8" thick flanges to steel column - verify web thickness and provide 1/8" each side for field tolerance Pre -drill I" dia. holes with 3/4" dia. thrubolts ,7--�,E10-XX E10 -XX Girder truss GRH loading: Uplift = 10.8 k Gravity = 11.4 k 8" 2" 2, Girder truss GRK -• • loading: �• • Uplift = 9.4 k Gravity = 9.8 k —• • E10 -XX SECOND FLOOR GIRDER CONNECTION 3-4-20 Preweld 3/8" thick flanges to embed plate - verify web Pre -drill I" x 1.25" short slot holes thickness and provide for 3/4" x 2" bolts I/8" each side for field tolerance N 3-4-20 Preweld 3/8" thick flanges E10 -XX /" to steel column — verify web 10" POUR KNOCK OUT EMBED PLATE SOLID WITH CONCRETE 6" embed thickness and provide 1/8" each side for field tolerance block wall to center of column — field verify Gravity Load 1-1 11 %z"" "2" at this connection: 20 kips 26'-11" beam length - field verify N GG vv dd m atr th sy connection: 20 kips FILLED CELLS - SEE FLOOR PLAN FOR LOCATION • iy m — • W24X55 W24X55 E70 -XX 1/2" gap between beam and post - field verify all measurement of post prior to ordering steel CONNECTION TO BLOCK WALL Total Column Load: Uplift = 22.2 k Gravity = 53.2 k 16" x 16" x 4"d recess for secondary pour to conceal bolts 5/8" thick plate 3 E10 -XX 16 C-4 Column 3-4-20 -o u� PROVIDE SHOP DRAWINGS FOR STEEL CONNECTIONS O > N �LL 1 � 4.5" y2„ 3-4-20 2 Typical eac I ___r z Beam lenght = 23'-9" field verif m Gravity Load • I • L at this connection: 12 ki s • I I • N WILX36 0 I/2" gap between beam and i > post - field verify all measurement of post prior to ordering steel 3-4-20 C-4 Column See base detail below I" leveling grout Footing - see foundation plan STEEL COLUMN DETAIL 3–�f-20 ��r•011 � Pre -drill 3/4" dia. holes for 5/8" dia. bolts 3/4" thick base plate n C-4 /I 6 BASE PLATE DETAIL C-4 Column CONNECTION LL PLATE STEEL STEEL SHALL BE SO KS LL BOLTS TO BE A32S /4 Scale 1" = 1'-0" Top Bar Bottom E R„ 3-6-20 W16X36 STEEL BEAM 50 KSI STEEL (3) 2" x 10" ledger Hang truss on ledger using Simpson WNP 416 hanger with (2) IOd nails into 2 ledger and truss. max gravity = 3,000 lbs 2" Clear Typical - Top Bar -- Stirrup Bottom Bar BS/B13 BEAM Check spacing with final truss shop drawings and install 2 so bolts fall between trusses D/ o U10 LnruuoiLs N LEDGER BOLT SPACINGS DET PRE -DRILL STEEL BEAMS (3) 2" x 10" ledger WITH 3/4" DIA HOLES FOR THRUBOLT INSTALLATION Bolt ledger to steel beam using (2) 5/8" dia thrubolts at 24" o.c. staggered Remove corner of first ledger board as needed to fit snug on steel beam 16" 2" Clear Typical Top Bar m Stirrup 7. m Bottom Bar N 2" Clear Typical Top Bar cn Stirrup ch - Bar Bottom DETAILS 8" N VERILY ALL STEEL SIZES IN CONCRETE BEAMS WITH SCHEDULE ON FRAMING AND ROOF PLAN 2" Clear Typical ALL Bars are #5 bars vert. ALL TIES ARE 43 � v . d d 4• d` 'd A. d •V• .• V •. P. .••V. •. V. 'V' V .V ••• COLUMN C-3 DETAIL Scale 1„ = 1'-0" MIRROR FOR OPPOSITE SIDE OF SCID W24X55 STEEL BEAM 50 KSI STEEL (3) 2" x 10" ledger 3 eI ang truss on ledger using Simpson US 410 hanger filling all nail oles with 16d nails ax gravity = 2,100 lbs Bottom Ba 0 N a, Typical L S Top Bar m m O r N N � ILL N m Stirrup >— U z o' UQ_( U IV UlU Q v W O U Bottom Ba V 8„ 2" Clear w Typical Top Bar m m r U � Stirrup .. U Bottom Ba N nY'c w � =5o O Z 0) ' Z M > o0 O CA C14 < 00 00 rr < ci I z NN # T 73 _ — LQ X L U LL LL N B11 B12 ff)4-3� Q3 Scale 1" = 1'-0" �Q SHEET NO: OF 21. JOB NUMBER: -207 OF ��O.O.O.D,000 O F Fg,� o000 Digitally signed ° by Daniel Braden o:�oo ��977® Date: 2020.05.11 �°@° ° .°o�000 09:48:47 -04 00 ��oo000D�� m r U � IV N nY'c w � =5o O Z 0) ' Z M > o0 O CA C14 < 00 00 rr < ci I z NN # T 73 _ — LQ X L U LL LL N B11 B12 ff)4-3� Q3 Scale 1" = 1'-0" �Q SHEET NO: OF 21. JOB NUMBER: -207 OF ��O.O.O.D,000 O F Fg,� o000 Digitally signed ° by Daniel Braden o:�oo ��977® Date: 2020.05.11 �°@° ° .°o�000 09:48:47 -04 00 ��oo000D�� U" cook top 1 vent through w Provide conduit wr and J -Box for fut To under counter lighting in kitchen Recep Septic SERVICE LOAD CALCULATION SHEET � a� PANEL "A" Qtq. Watts Poles BR Load Wire Description cmctt cmc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 2,400 2 5,000 10,000 2 4,500 3 4 1,500 1 1,800 2 30 4.5 kw #10 Water Heater 5 L General Lighting #12 20 1 8,000 2 5,160 11,520 2 2,000 1 8 General Lighting #12 20 1 2 30 5.16 kw ttl0 Dedicated 240 cir. 9 10 General Lighting #12 20 1 10,000 Remainder 109,(.30 840% 1 General Li htin II 12 General Lighting #12 20 1 1 20 2.0 kw #12 Dedicated 120v Cm. 13 14 Exterior GFCI #12 20 1 1 20 1.5 kw #12 Water Softener 15 It. Exterior GFCI #12 20 1 1 20 0.81 kw #12 Garage Door Opener 11 18 Exterior GFCI #12 20 1 I 20 13 #12 General Lighting 19 20 Exterior GFCI #12 20 1 1 20 1.5 kw #12 General Lighting 21 22 Landscape Lights #12 20 1 1 20 1 #12 General Lighting 23 24 Landscape Lights #12 20 1 1 20 #12 #12 General Lighting 25 26 Spare 1.5 kw #12 1 20 19 #12 General Lighting 21 28 Spare 1 1 1 20 1.2 kw #12 General Lighting 29 30 Spara #12 #12 1 20 1 a12 Smoke Detectors 31 32 Spare 23 24 1 20 #12 #12 Bathroom GPI 33 34 Spare #12 1 20 25 #12 Bathroom GFI 35 36 Spare 1 1 1 20 #12 Garage 31 38 Spare #12 20 1 1 Spare 39 40 SUB -PANEL C (3)#3 23.85kw 100 2 General Lighting #12 Spare 41 42 20 38 #12 SERVICE LOAD CALCULATION SHEET � a� Load Description Qtq. 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 rump Future Fool 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 4,500 9,000 1 1,500 1 1,800 1 2,800 2 810 1,620 1 1,440 1 8,000 1 8,000 2 5,160 11,520 2 2,000 4,000 #10 Dedicated 240v 5 Total Watts 119,630 5.0 kw 30 2 First 10000 Watts 8100% 1 #12 10,000 Remainder 109,(.30 840% 1 General Li htin 43,852 Electric Heat or A/C 10,000 865% 2 (6,500 13,000 Calculated Load Watts #12 44,852 9 Voltage Pool Equipment 240 Calculated Wattage Divided b4 Voltage = Total Amps Service Size 218.55 = 400 Amps 13 14 15 )TES: SCALE: 1/4" = I' -O" Wire only, no aluminum. d Wire all required smoke detectors. to verify location of electrical service and provider s fans shall be on a rheostat. :ars to be installed per NFPA requirements. :h Circuits that supply 125v single phase 15 amp or 20 amp outlets �tected bg Combination -Type AFCI Circuit Breakers. istant AFCI receptacles to be installed in ALL rooms throoms, and Garage. and kitchen and garage receptacles to be GFCI protected. for outlets to be WP/GFCI protected. urn Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. rsion of any supplements to the 2010 ed, gerant lines that are run thru slabs must be sleeved in PVC Equipment shall be 15 SEER Provide Disconnects at ALL appliances (Water heater, A/C units, and ALL other equipment as required bg N.E.C.) A/C Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic Class I duct or other approved material and shall have no openings into 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 c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired* and Class 0 or the garage. bedrooms. Digitally signed by Daniel Braden jDate: 2020.05.11 A09:48:03 -04'00' � O � a� PANEL "B" "C" 0 00 0 Q Poles BR Poles BR Load Wire Description circ# cmctt Description Wire Load BR Poles 2 40 8.0 kw #8 Double Oven 1 2 Range tt6 12.0 kw 50 2 4 3 4 #8 A/C comp 5 L Dryer 2 30 5.14 kw #10 Dedicated 240v 5 4 Dryer #10 5.0 kw 30 2 1 20 1.2 kw #12 Clothes Washer l 8 General Li htin #12 20 1 I 20 1 20 2.0 kw #12 Microwave 9 10 Pool Equipment #10 2.8 kw 30 1 1 20 2.0 kw #12 Dedicated 120v II 12 Irr. Pum #12 1.8 kw 20 2 1 20 1.5 kw #12 Range hood 13 14 #12 General Lighting 11 IS General Lighting 1 20 1.5 kw 412 Kitchen S.A.C. 15 14 Dishwasher U12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il 18 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Disposal 19 20 General Lighting #12 1 20 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 General Lighting #12 #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 General Lighting #12 29 20 1 1 20 #12 General Lighting 25 24 General Lighting #12 Spare 20 1 1 20 #12 General Lighting 21 28 General Lighting #12 20 1 1 20 Spare #12 General Lighting 29 30 General Lighting #12 20 1- 1 20 38 #12 General Lighting 31 32 Exterior GFCI #12 20 1 1 20 #12 Smoke Detectors 33 34 Exterior GFCI #12 41 20 1 1 20 #12 Bathroom GFI 35 34 Garage #12 20 1 Spare 31 38 Spare Spare 1 39 1 40 1 Spare Spare 1 41 1 42 1 Spare Digitally signed by Daniel Braden jDate: 2020.05.11 A09:48:03 -04'00' � O � a� SUB -PANEL "C" 0 00 0 Q Poles BR Load Wire Description circ# cmctt Description Wire Load BR Poles 2 40 8.0 kw #8 Tub Tankless WH 1 2 AHU #10 3.5 kw 30 2 3 4 2 40 1.0 kw #8 A/C comp 5 L Dryer #10 5.0 kw 30 2 1 8 1 20 1.2 kw #12 Clothes Washer 9 10 General Li htin #12 20 1 I 20 1.4 kw #12 1 Whirlpool Tub II 12 General Lighting #12 20 1 I 1 20 #12 General Lighting 13 14 General Lighting #12 20 1 1 20 #12 General Lighting IS 14 General Lighting #12 20 1 1 20 #12 General Lighting 11 IS General Lighting #12 20 1 1 20 #12 General Lighting 19 20 General Lighting 912 20 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 2L Bathroom GFI It12 20 1 1 20 #12 Bathroom GFI 21 28 Spare 1 20 #12 Bathroom GFI 29 30 Spare 1 20 #12 Bathroom GFI 31 32 Spare Spare 33 34 Spare Spare 35 31. Spare Spare 31 38 Spare Spare 39 40 Spare Spare 41 42 Spare Digitally signed by Daniel Braden jDate: 2020.05.11 A09:48:03 -04'00' � O � a� S ( 0 3 0 00 0 Q U II W z Q.� rl ( C 01) 73 E O U 0o m Lo O U NN 00 O I I U r- r 000 NN NN -1 LL O U 0o ori 73 0 -I4 v - W (zQ) L6 H U_ ,-) SHEET NO: OF 21. JOB NUMBER: Dryer VTW ---� to flood lights and switch in great room Q� x --------------------- I ROOF BELOW I I i I EXT. WALL J-----------------------------------� __________________________________________________________________________________�I PROVIDE TANKLESS WH UNDER TUB SURROUND FOR TUB ONLY. PROVIDE FOR ACCESS ON TOILET SIDE OF TUB SURROUND FOR TUB EQ. AND WH Verif AIC rating with gervice Provider prior to ordering gear. 22k assumed�o (3) 43/0 copper feed 2" Conduit V n = METER 2" PVC ( FPL)-� Intersystem bonding Termination point to I=PL ug servic GEC ATS 200 AMP MCS FAA NEL TO FUTURE GENERATOR #2 Copper (2) 5/8" x 8'-0 ground rods 6'-O" apart min. 200 AMP MCS PASNEL Irr disc A/C disc. 100 AMP sus PANEL C ELEC7RIC/4L RISER ALL ELECTRIC EQUIPMENT TO BE NTS INSTALLED ABOVE THE FLOOD PLANE SECOND FLOOR EL_EC7RiC/4L_ FL/4N ELECTRIC NOTES: SCALE: 1/4" = I' -O" 1. Use copper wire onl , no aluminum. 3 ( U ( 2. Provide and wire required smoke detectors. Q 3. Contractor to verifcq location of electrical service and provider A[ 4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to be installed per NFPA requirements. �. ALL Branch Circuits that supplq 125v single phase 15 amp or 20 amp outlets w M shall be protected bg Combination -Tape AFCI Circuit Breakers. z 7. Tamper resistant AFCI receptacles to be installed in ALL rooms < Kitchen, Bathrooms, and Curage. NN 8. ALL bath and kitchen and garage receptacles to be GFCI protected. 1. ALL exterior outlets to be WP/GFCi protected. 10. A/C Return Air Balance 1Iust complcq w/ F.B.C. Mechanical 2010 ed. and current version of an9 supplements to the 2010 ed. OD 11. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC Z 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 Curage 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 vicinitcq of the bedrooms. c) On each additional store of the dwelling W ** ALL Smoke Alarms shall be interconnected and hardwired ** ,L Digitally signed by Daniel Braden Date: 2020.05.11 09:47:49 -04'00' a� 3 ( U ( �� o QUQ Q U Digitally signed by Daniel Braden Date: 2020.05.11 09:47:49 -04'00' o � A/C disc. 1.L A[ W E o v � � w M z 00 < NN nn� 1G.1� J Digitally signed by Daniel Braden Date: 2020.05.11 09:47:49 -04'00' SHEET NO: LL w U W I— U I— LLI U 00 ori 73 0 E - 2 OF 2I. JOB NUMBER: I9-207 o°° a ®SSL R. [�d�q®4 o 1� o° Aft 9770 °o Oz� ° o �,o�o a�D°oo A[ W E o � � � w M z 00 < NN J 00 OD zN OD Z C-4� �WU��-� �x Q W •• � x ,L U vi ,� N AL v •� SHEET NO: LL w U W I— U I— LLI U 00 ori 73 0 E - 2 OF 2I. JOB NUMBER: I9-207 o°° a ®SSL R. [�d�q®4 o 1� o° Aft 9770 °o Oz� ° o �,o�o a�D°oo