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HomeMy WebLinkAboutCONSTRUCTION PLANSoutheastern Metals _24 ga 5v Crimp Metal Roofing installed per product approval FLU 11115.1 over Polgglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan_� H Exterior face of wall- --\ Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck Exterior face of wall —1 Attach window to block wall with I/4" dia. x 3" tap -cons with min. 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 4" PT Buck fQ N 5/8" thick light textured 2. 3. stucco on typical concrete Oblock construction -v _�i4•w"0 �\ v --——————--——————— Op zF Square Footage Breakdown Total A/C Space = 802 sq. ft. -o" Covered Porch Total = 4-4 sq. ft. SOUTH U T H WEST EST E L E Y ,4 T (O NTERMITE TREATMENT REQUIRED +)� Under Roof Total = 8 SCALE: I/4" = r-o" j�.rical} v �- 0D C 6414 Cubic Feet a�'._ Z 2 0 Southeastern Metals 24 ga 5v Crimp Metal Roofing installed $Ot{tt�f rilY� IL 0 >' 0 per product approval FL# 11115.1 over Poigglass self adhered CONC�ALEDFA6iENEflSORATTACHMEHTS ap Y• roofing underlayment over 19/32" CDX plywood attached MASTER to trusses per sheeting attachment diagram on roof plan P ''r?FaPOHS191tIlY4FTHE I BED Op TOR QF RECORD Q 2111 j- 'o 0 > > C4 tL o„ 1. z U oc o � DEN G 6 `S„ O ` 9AL L MANUFACTUm 1HO1111i �- 6 u OD Y- ACTORS AND _ COMPLIANCE U r_ — El 5/8" thick light textured WITH FBC ENWO OWEMu6T i ,Q :3O � I , -0fQ —_— co on typical concrete a- NON ALL AND WINDOWS stucco U-1 � T R -4° block construction I. NTIL INSPECTIONS, APPROVED B O Q 4; O U 8,\ O _..t (l) r RED � ----------------- I'-4" , C', 4 ;; a ra a o c� a 1..,..y J N " C!: NORTH EAST ELEVATION HeSE PLANS AND ALL PROPOSED WORK VX \� O O : o ARE SUBJECT TO ANY CORRECTIONS a 1 / SCALE: 1/4" = 1'-0" R[OUIRED BY -FIELD INSPECTORS THAT Q �' F MAY BE NECE98ARY IN ORDER TO +•^ U p Southeastern Metals 24 gn 5v Crimp Metal Roofing installed COMPLYWITHALL APPLICABLE CODES, I~""" Fz., per product approval FLU II1l5.1 over Polgglass self adhered 1 n L O.. roofing underla ment over 19/32" CDX plywood attached KITCHEN g y P9 SCANNED �V to trusses per sheeting attachment diagram on roof plan 13Y I 0 �� F `, 0 Lucie County ' E o' f i LIVING °o°��� 0 \0'`1 �P i O 5/8" thick light textured O O stuccoblock construction concrete uction ® LMT CMO LZ C ® nj ------ ---- -- —------------ m j L_ - rill w U u roa DO OOOO � pp��, 6'-1' O CO �'-I" ' SOUTH EAST ELEV/4TION 2'-2" SCALE: 1/4" = I'-O" \�I"x8" P.T. Buck 2 sides i header Detail at Exterior Doors \ NTS Varies P.T. Buck Detail at UJlndows 2 sides 9 header NTS FLOOR f=L4N TYPICAL NOTES: 16. Gypsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to C96O, C1002, C1047,C1177, C1178, C1278, C1395, or C1396 and shall be installed proceeding with workaccording to the following: (FBC R702.3.5) 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum IAOO P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 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 (o. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. 7. 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 current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. Drywall Location Orientation Framing Member Max. spacing fasteners Nail sizing options for Thickness Spacing of installation of drtall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" T' 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long 11 �2 annular -ringed or 5d cooler nail OR 0.080" dia- x 1 5/8" long with Walls Either 161, g" I6" Direction 15/64" head OR Ggpsum board nail O.08C dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either 16" 81, 161, 0.092" dia. x 1 7/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 17. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, - A108.1, A118.1, A118.3, AG.1 and A137.1 13. Wall and Ceiling shall have a flame -spread classification of not greater 18. Cement, fiber -cement or glass mat gypsum backer:; in accordance with ASTM 8 14. than 200 per FBC R302.9.1 Wall and ceiling finishes shall have a smoke -developed index of not greater C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall than 450 per FBC R302.9.2 be used as backer for the Wall tile in tub areas and wall panels in shower areas. 15. All exposed attic Insulation materials installed on attic floors shall have a critical radlant 19, Insulation including facings such as retarders or vapor permeable members installed m flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation within floor -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 3I materials exposed on the underside of the roof deck or on the attic ivalls shall comply shall have a flame spread index not to exceed 25 with an accompanying smoke with F.B.C. R316 - see permit Info box of code edition developed index not to exceed 450 when tested In accordance with 4STM E 84, Insulation shall comply with F.B.C. R316. 20. ALL materials used below base flood elevation must be flood resistant. This is to include all wall coverings in garage and elsewhere if applicable. 21, ALL drawings and written material herein constitute original work of this firm and the same or any part © thereof MAY NOT be duplicated, disclosed, distributed or used in any manner without written consent of this firm. Any user thereof, without consent, shall be indebted to this firm for full commission. ujlydow Schedule Mark Size Window Description I. V-1" x 5'-3" SINGLE HUNG 2. 3'-1" x 3'-2" SINGLE HUNG 3. T-2" x 2'-2" SINGLE HUNG 4. 1'-4" x 5'-3" 1 SINGLE HUNG - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. Se 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 3'-0" x 4'-8" FIBERGLASS B 2'-8" x 4'-8" MDF HOLLOW MASONITE 2 PANEL C 2'-4" x 6'-8" MDF HOLLOW MASONITE 2 PANEL D 2'-6" x 6'-8" MDF HOLLOW MASONITE 2 PANEL POCKET E 3'-0" x 6'-8" MDF HOLLOW MASONITE BARN DOOR F (2)2'-0" x C-8" MDF HOLLOW MASONITE BARN DOOR G F-4" x 4'-8" MDF HOLLOW MASONITE 2 PANEL - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer information. - Provide one exit door (Gwing type) that is 3'-O" wide minimum and one emer encq escape door (not shuttered). C v .�o 'c �O w> O V)QuDoipmp �O c cv cv v U W aI pj o < Q- O pip pop Cd Q o N cv tt w U cv cv -Q a- iA ukiWr� weh ` N (Q E lL Q ~ u-- I � a co N U_ W Sheet z -' Laopy OF 4. N Comm # W 18-0i W Copuriciht n i I I II E II I� O II II m II II Ioo 0 00\\ �-------- A/C #I 0 \ O\ 30 min. o \ i \ 1 -11 F-14S ° \ \ Corner Steel Lap 1 \ \ 1 1 F-16S\ \ l O ICI goo F\c I �\ 1 F-I6S I ` o IF-I6S I o I I F-I6S - - L F-16s 1�- ---- o O _ E OE i i i T l i i i EE RJ _O II - I a I I . % �' Filled Cells (Typical) I I I a I I I o I I I 4 1/2"x 4 1/2" W 1 Masonry Inspection 4 Clean Out Hole i ma � 0"1)7M�vM4 nts 6" min. of Icyoene LD-C-50 spray foam Insulation on bottcm of roof sheathing in coinpllance with ICC-ESR-182 dated Feb. I, 2018. Install DG 315 Intumescent coating per section 4.3.2 of ICC test noted above to comply Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed with 5 min. thermal barrier requirements. per product approval FLU 11115.I 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 hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 5 Solbs. uplift at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Prefabricated aluminum gutter shop drawings bg mfg on Galt' -Alum Metal drip on 2" x 6" fascia - Soffit to be two layers of 5/8" thick densglass fireguard X finished painted match body of house 5/8" thick light textured stucco on typical concrete block construction 45 bar Vert. w/ 30" overlap at each filled cell Grade im 5/8" drywall with smooth finish BI 1/2" drywall over I" x furring strips at 16" o.c. with R4.2 fyfod insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "IT, onlyy. p Provide Dur-O-Rock at alr wet areas (ex. showers, tubs etc...) FIII cell with concrete and (I) tt5 bar Vert. (typicaD. Max. spacing shall not ex ed 32" unless otherwise note see foundation plan notes For spacing at openings 1/2" expansion joint base board min. Footing Sic &dUl& Mark ark SIZe and Descrl tlon T-8 Thicken slab edge to 8" x 8" with (1) 45 bar cont. F-16 16"w x 16"d concrete monolithic footing with (2) 45 rebar continuous and 45 transverse bars at 32" o.c. (bottom) FTC to have step down - see detail F-I4S 16 low x and 45 Ill concrete stem wall footin with (2) US rebar continuous transverse bars at 32" o.c. bottom) F-34 36"w x bottom 311 x 12"d concrete pad footing with :45 rebar at 8" ll each steel. 3*5 bars at 12" o.c. tt4 4" concrete slab with f ermesh OR each way 6"x4" #10/10 WWM on 6 I Visqueen over -clean compacted termit treated fill #5 bend ba at 24" o.c. IIII IIIIIIIIII1111 -III I = bend bar to extend min. IIIIFill all cells with concrete provide (1) tt5 bar Vert. 24" o.c. max. spacing. -I4S TYPICAL SECTION Dowel (1) #5 bar w/ 25" min lap and 6" embed Fin, Alil Floor Concrete Footing Termite Protection for New Construction as per F.B.C_ 1816,l 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. II II II - l Protective sleeves around piping penetrating concrete 900 bend from footing slab on grade floors shall not be of cellulose- containin - - - - - - 48 bar dia. lap in wall g g and footing materials and shall have a min. wall thickness of 0.010" Typ. Masonr(g Filled Cell Detail and shall be sealed within the slab using a non -corrosive clamping device to eliminate the annular space between NITS pipe and sleeve. NO TERMICIDES shall be applied F O U N D �A T 1 O N PI AN nside the sleeve per FBC Plumbing 305.1.2 FOUNDATION NOTES: 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 Ulf prior to start Of any construction. S. Verify all recess thickness at shower floors, all floor finishes as selected by M owner, door sills 9 thresholds etc..., prior to placing any slabs. 6. Contractor to provide filled cell with concrete and 1 #, bar vert. at 48" < o.c. max. Provide (1) filled cell on each side of openings app to 5'-II" wide. Provide (2) filled cells on each side of openingG 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 G 4" concrete slab with fibermesh OR CXC' 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill at 12" o.c. / way Fill all cells with concrete and -provide (U #5 bar Vert. at into slab (IIII IIII-IIII-III ` 24" o.c. max. spacing. = I IIII-III F-I6S III - PORCH CANTILEVER DETAIL Scale 1/2" = 1'-0" Scale : 1/2" = 1'-0" - 7l l I l I I I- Ni,I I -IIII-IIII-III metal top plate 5/8" drywall ceding on truss bottom cord z O f- U W a Q 1/2" drywall on U 2" x 4' metal studs at 16" o.c. Finish to match existing W W In11 _--metal bot track 14le" concrete slab with fibermesh OR baseboard d" #10/10 WWM on 6 mil Visqueen over an compacted termite treated Fill Interior Non -Bearing Partition Scale: 1/2" = 1'-0" Product Approval Submittal Affidavit \ Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Type - Nig NUMBER Product Model # Manufacturer Glass Attachment method TEST Date Maximum Design Pressure of Approved Tests 1. FLU Iblll.l Single Hung 8100-SH Impact Custom Windows SAC 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF _ 2. Product NOA/FL FLU 9520.1 Model # 3" Alum. Tube Mullion Manufacturer Custom Windows Attachment Method E slTation Design Pressure Mullions Install per fastener type and spacings shown in product approval ± 80.0 PSF Roof FLU 11175.1 5V Crimp Metal 24 g a Southeastern Metals _ Southeastern Metals 5v Crimp Roofing Installed per approval and manufacturers fastening schedule over Polyglass peel and stick underlayment over 19/32" COX sheeting nailed to trusses per nailing pattern detail on roof la -93.5 psf Field and perimeter. -180 psf corner Roof Underlayment FL# 5259.1 Pol lass TU Plus yg Polyglass USA, Inc Installed per approval Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction Soffit STUCCO ON LATH 1/2" thick stucco on 3/8" Hi -Rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1 3/4" penetration into horizontal wood framing and 3/4" penetration into vertical framing - ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" = I'-( 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-I6 and A-35 specifications. ALL Anchors to be A-307 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 includin ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK For strap and footing size verification. Filled Cell Masonry Column With One Filled Cell Masonry Column With One 45 From Footing To Beam. 95 From Footing To Beam Each. Conic. Fill To Be 3000 PSI Conc. Fill To Be 3000 PSI See Floor Plan For Location See Floor Plan For Location Single Filled Cell Column NTS Double Filled Ce Column NTS PERMITTING., INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryg: II Wind Speed: 110 mph ultimate Mean Roof Height: 12'-,4" Roof Pitch: 5:12 Internal Pressure Co-eTFIcient: ±0.18 Subjectabdity to damage from: Weathering: Negligible Termites:Very Heavu Width of Roof End Zone: 5'-6" Wind Exposure Classification: D Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL Exp Height All Factor: 1.41 x Load Combo Factor 0.4 = 0.882 applied below Components t Cladding Wind Pressure INET) Roof Zone: 1. +26.54/-42.1 psf Roof Zone: 2. +26.54/-13.4psf Roof Zone: 3. +26.54/-108.4 psf Components t Cladding Wall End Zone Width: 5'-6" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +46.1/-50.0 psf Wall Zone: 5. +46.1/-61.1 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ye_�s Are Components an Cladding Dill s Provided7 Yea Minimum Sod Bearing Pressure:2,500 psi, Presumptive: X B9 Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: F OF LESS imam 2a2 PITCH YIP ROOF 2,12 O Ld2 PITCH GABLE ROOF FROM 2:12 TO 12:12 PITCH 0 - Roof Zane I ED= Roof Zone 2 M = Corner Zones Walls Zone 4 walla Zone 5 Roof Zone 3 END ZONE u fn v N in N o3 4-)� Z Q I IL O cOD N& O >N z U Illy V aao� n Out 0 o 0 �0 4 rL (Is cr jo) cn N Q ut Ln ao ,o c a"" u O ri ao 00 0 4 C:(L oaroarow 4 MM� aUc�cv�(r1J-1 � W +� N It) .c w QEu I iu 4J � A N o� LL v_ 0 Sheet z 2. OF 4. Q �J) Comm # W 18-01 QV Copurioht nc O H 2 HETA 20 `.1'G� P' ROOF FLAN TYPICAL ROOF NOTES: Scale 114" = 1'-0" — Overhangs Shall be 1'-0" unless otherwise noted on this sheet — Roof pitch shall be 5:12 unless otherwise noted en this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to startinc construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction — Contractor to provide the Architect with truss shop drawings Including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing Size verification. — TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. 5• profs aluminum Zero Lot Line Overhang scale : I" = 1'-0" STRAFFING SCHEDULE HETA 2 SIMPSON HETA 20 hurricane anchor at each truss supportinc Max. 1810 lbs. uplift. Strap s1 have (9) IOd x 1 I/2" nails. HET,4 20 TRUSS BRACING NOTES c' rector to brace all Itala bottom ciioros in noor an rod trusses in the fol2ewng mani - install first row of truss bracing 34' from extenor mall* and "was'124 oc. thereafter top and bottom chords - install bracing on ev top or bottom chord which is longer than I n clear spat. All true& bracing to be 2' x 4' wood and shag be attached to top of bottom chord and on bottom of top chord of trwwa —Wan bet" m In x r Trusses spaced per truss manufactures plans —Typical splice `\ Attach bracing to truss chord v (2) IOd nails in all \Lions : x 4' wood bracing BEAM SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and (1) #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar per lintel schedule continuous over openings. B2 Sit 12" concrete tie beam with (4) 45 bars Cont. over clear spans, provide #3 ties at 8" o.c. max. spacing ` ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on It plans for zone 3 Ke Area Ede I Field Fastener Presxsure Zone 1 4" C Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 4" 6" 48 wood screw 112.5 psf * Use nails or s rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 01— Additional Precast Lintel its mare Lintel Bar Clear "A" "B" Length Length Span Bars Bars '.'!' ...��' :y; r..' CLEAR i •,. �. 1� "„'. ( � �i�• 1 2 =10" 2'-8" I'-6" 2,43 none \____/ \____ CLEAR , 3 �6" 3'-4" 2'-2" 2,93 none Ore-OD/IT OP8-03/IT OFO-�/1T ddaonal 2'-8" 2,43 none m5 bars CLEAR ne Roe of "H' 3'-2" 2,tt3 none .: :�; :"•: Block Above ;........ 5'-2" 4'-0" 2,43 none recast Lrntsl - 2,44 none 6'-4" 5'-4" 2u4 none Addttic"' '• 1 CLEAR ----r 45 ban \---_r � -6" T-O" 6'-2" 2i45 none spit-uvm erii-115/2'r 8 -q 7-10" l'-O" 2,45 none NOTES: 1. min. coverage Df stee1=1.5• 2. min. bearing required a ea. end=8" ALL relntorcing steel IS grade 60. 3. standard for reinr. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Rom Max. Max rwindow 'H• Block pUpMtLaeerslMork Unit WI kntal SRe �ast-Crete ieation Aboy� p�, S atoel sins TapLoad cited IPLr) Land (PLr) L22 T-2• V-0 Ere-OB/IT I EL4 1024 L31 4'-0' 9ra-015AT 1 lU3 10 3-e; k L45 4'-e• 0'-10' ere-06/1T I 40'1 334 L60 e'-O' i'-L' �e-OD/IT 1 836 T31 ere-OD/IT I 131 634 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH aOOO PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - CONTRACTOR TO VERIFY ALL LINT L SIZES BASED ON FINAL MASONRY IIZESLINTAND ADJUST LINTEL% ACCORDINGLY PRIOR TO ORDERING ANYNALL rif v 4-)� z° o w N v- OD � � o z 0 03 Ot j a QD a Q Cl l � ' U� vT o 0 p 4 r (� W coCiC V o v C, .31. ar, �v .CI) {ice 0 Q0 c Z10 Q) Q Lf) oD INp Q C N N U (j C ip 00 E 10 I I O Q arp prp isU to # 00 N N (A IN (-4 v � ern- 4J 1— r— U a- i1J Oui C6 r r r, •mir u r x Z 10ELL W Fu i w4j LILQ da in LL LU Sheet z 3. LU File OF 4. - Comm # W 18-01 W Copyright ( n Eu, mrw TRICAL FLAN ELECTRIC NOTES: SCALE: I/4' = I'-O" I. Use coppper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical ser✓ice and provider 4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to be installed per NFPA requirements. 6. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFCI Circuit Breakers. T Tamper resistant AFCI receptacles to be installed in ALL rooms Kitchen and Bathrooms. 8. ALL bath and kitchen receptacles to be GFCI protected. --- 9. ALL exterior outlets to be WF/GFCI protected. )0. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. and current version of any supplements to the 2010 ed. -ll. A/C Refrigerant lines that are run thru slabs 'rust be sleeved in PVC 112..ALL A/C Equipment shall be 15 SEER 13. Provide Disconnects at ALL appliances (water heater. A/C units, and `I= ALL other equipment as required by N.E.C.) '14. Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the mmediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** A/C disc. (3) #3/0 copper feed I 200 AMP 2" Conduit PANEL 2" PVC l FPL Copper to r-1-1- ug service ground to rebar in slab ELECTRICAL RISER F�uq diamond plate 3" x 3" x 1/4" aluminum angles PLAN A/C Compressor Bracket Plan view SCALE 1/2" = 1'-0" #9 diamond plate Nanglezvo. YPICAL SECTIONS 3" x 3" x 1/4"ON A/C CompressorBracket Detall SCALE 1/2" = 1'-0" .`� /A IN I I H K T K I b i= K Connect to sewer service nts NTS E1&Ctr1Cal S mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Can Light Dimmer Switch -0- Exhaust Pan _= Push Button Switch Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) Waterproof, ground fault interrupts © Computer Connection Jock ® Floor Duplex Outlet �2 Flood Light ® Junction Box m Electrical Panel TQ Thermostat g Electrical Meter cQ Central Vac AC Disc i A/C Disconnect ® Smoke Detector X1 Pan ®Coiling Television Jack Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light F11 Intercom SPKR Speaker Hook -Up O Ceiling Mounted Light Dome Stgle ♦ Pendant Light ® Motion Detector ( closet light ) © Carbon Monoxide Detector PANEL iiAii - Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 18.0 kw #8 tankless water HTR 1 2 AHU #10 3.5 kw 30 2 3 4 5 6 Range #6 12.0 kw 50 2 2 40 1.0 kw 48 2.0 Ton A/C comp 1 g 9 11 10 12 Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Range Hood 1 20 1.2 kw #12 Clothes Washer 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. I5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Receptacles 1*12 20 1 1 20 #14 General Lighting 19 21 20 22 Receptacles Receptacles #12 #12 20 20 1 1 I 20 414 General Lighting 1 20 #14 General Lighting 23 24 Receptacles 412 20 1 1 20 #14 General Lighting 25 21 26 28 Receptacles Receptacles #12 #12 20 20 1 1 1 20 #14 General Lighting 1 20 412 Bathroom GFI 29 30 Receptacles #12 20 1 spare 31 32 Bathroom GFI #12 20 I spare 33 34 S are spare 35 36 s are spare- 3- 38 s are spare 39 40 spare spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .Small..Appliance. Range ..... _Range. Hood Refrigerator Dish Washer .... ...... Disposal. ........ .Clothes -Washer..... .Clothes, ,Dryer.. Water Heater (3 watts sq. ft.) Circultls),.. ............................ ...............................1 _ . . . _ .... .................... .................... .................... 802 3 2,404 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 1,200 1,200 1 5,000 5,000 1 15,000 15,000 Total Watts 43.104 First 10000 Watts 9100% 1 10,000 10,000 Remainder 33.104 '40% 1 O 13,243 Electric Heat or A/C 10,000 8451% 1 10,000 10,000 Calculated Load Watts 33,243 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size = 139.0 200Amps S anitar Riser L egerd Sanitary line BT-1 Bath Tub "P" trap - — Vent Line Shower "IF" trap sH� F-u Lavatory Trap fW"-' Washing Machine Drain 71 i Sink Trap F- Urinal WI Water Closet fWF-i Water Fountain Drain Floor Drain 4P Grinder Pump T' Clean Out � iL2' VTR 2" Vent thru Roof V�_ 2" Vent thru wall 2" Pipe Diameter Designation (2" dia) NOTES: - ALL san i,arg pipe to be Schedule 40 PVC - Slope hall be no less than 1/8" per foot and no more than 1/4" per foot 71f N 4-)� z° o 1LOD cr N 4-3 I - Sto > C4 (L ,- --T- z U °L O Qi U c a OD � n 0 a Vf 94 o, o ,CV„ W 4 (`J fV (o Ln Ci r, i` �� v In Cp C W � � a A Pow z w O O�ln� a.. ih < _ O O �>opchN % Q in � s, C CAN u U C�0p00 E to � I 1 0< AIL o000 �# Q3 �' cv 6 - -u I c to aUcvcv�a�° r` +-+ r r- o � uWr r �.� L h V u E LL QLL I W � tIl U_ w Sheet zI Ul Q OF 4. 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