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HomeMy WebLinkAbout117 E Woodland Dr (a) (4)CITY OF SANFORD / _ ►� "j011JUILDING & FIRE PREVENTION P RMIT APPLICATION 4 Application No: 3 ` Documented Construction Value: $ .._ Job Address: -.10DNoodiond Ty. Historic District: Yes ❑ No Parcel ID: I L _ 20 �>o - 50/ - ()(_)o Q-. C)2 -3C) Zoning: A , .I . Description of Work: P Plan Review Contact Person: Phone: Z Fax: Title: , E-mail:. ) 4gi j OQJaoko-e) Property Owner Information Name _1T C '-s�Yl aoj 1 Z Phone: Street: i 11 pr Resident of property? : \kl _ T City, State Zip: Contractor Information Name OW to t- c Street: City, State Zip: Phone: Fax: State License No.: Architect/Engineer Information Name:�('�c� � t��LC Ii P� ✓P Phone: _ 3� (0.5 �`t -04M Street: _�_ �et � Qc D)r Fax: City, St, Zip:a 1 _ E-mail: l�l.�ut �,.�„`��Q�11�. (''� IAC � O�V'IOII I �(►'�.. Bonding Company: Address: .41 Mortgage Lender: 111 CY1Cr_ Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: rZ OH It* OH I Roof I Plan Scale: 118, ATTIC VENT CALCULATION st4EATHiNG REQUIRED Attic Area (a) AJ Req. Vent Req. vent Lu GREATER THAN 60" 12" O.C. intake (Sq/In.) Exhaust (Son.) Roof Attic (New roof) 661(sq.ft) 2.20(sq/ft) 158.54 son 158.54 sq/in 2x4 BLOClaNG @ FIRST 2 SEE SHEATHING DETAIL FOR TRUSSES SPACING @ 48" SHEATHING FASTENERS O.C. 2X4 HORZ. BRACING 8'0" LENGTH Load Factor 30 W u ppr sq -are foot RAFTERS Fasteners are required not closer than 2" or more than 4�' 2-12D NAILS from ends and spaced 7_v4 GRACE BRACING. NOTES,, 1) F" Wedor windows and doors use 2'X 47' pt. min. as 3-12D NAI ALL NAILS TO BE CEMENT COATED. per detail, ALL BRACING TO BE 2x4 2) For garage door use minimum 211' x 6" P.T. buck for STRUCTURAL GRADE. NAIL EACH HORZ. BRACE WITH 2-12D jambs and required spring pads. 3) Provide enough 2-12D NAILS 2-12D NAILS NAILS @ EACH CONTACT POINT. fasteners of type used to equal or exceed state loads or tables equal in distance a", balance of, buck 3-12D NAI 3-12D NAILS Approval Fasteners: 3/16" Tapcon with 1 1/4" penetration=938 lb. of shear All -r- h it k st4EATHiNG REQUIRED 0 ADDITIONAL BRACING W1 Z REQUIRED ONLY IF "A" IS Lu GREATER THAN 60" 12" O.C. WOOD FRAME: WOOD FRAME: ALUMINUM BTT. PLATE 2x4 BRACE 2x4 BLOClaNG @ FIRST 2 SEE SHEATHING DETAIL FOR TRUSSES SPACING @ 48" SHEATHING FASTENERS O.C. 2X4 HORZ. BRACING 8'0" LENGTH Load Factor 30 W u ppr sq -are foot RAFTERS Fasteners are required not closer than 2" or more than 4�' 2-12D NAILS from ends and spaced 7_v4 GRACE BRACING. NOTES,, 1) F" Wedor windows and doors use 2'X 47' pt. min. as 3-12D NAI ALL NAILS TO BE CEMENT COATED. per detail, ALL BRACING TO BE 2x4 2) For garage door use minimum 211' x 6" P.T. buck for STRUCTURAL GRADE. NAIL EACH HORZ. BRACE WITH 2-12D jambs and required spring pads. 3) Provide enough 2-12D NAILS 2-12D NAILS NAILS @ EACH CONTACT POINT. fasteners of type used to equal or exceed state loads or tables equal in distance a", balance of, buck 3-12D NAI 3-12D NAILS Approval Fasteners: 3/16" Tapcon with 1 1/4" penetration=938 lb. of shear All -r- h it k D TIE DOWN NOTES: Jer to verify all trusses span, pitche%bearing heights, ceiling heights and bearing locations. 2. Where Multiple ties are at one bearing plate: ties to be anchored to opposing sides of the bearing plate to maximize separation of nailing patters 3. TRUSSES TO NEW CMU WALL: Attached all trusses with uplift up to 1810 with connector SIMPSON HETA20 fastened with 7-16d Affzwt-hiwi all tritecme with it IMF " to 11111Zn im;114-it ey-tnAnw+ ^r UK EQUAL TO U111. /A (0 U LENGTH) (BRACING LOCATED @ IVO.C. MAX MIN. OF I @ CENTER OF RAFTER SPAN) (0_qatile End Mai' - Bracing N.T.S. st4EATHiNG REQUIRED NAIL SIZE E -,J/-T lJCllCLldUVll==-LJ:7V lu. V, b Cal I l^,Vll M4L LI VERTICAL SPACE 1/2" plywood 71. Standard, T nail 13/8" long =44 lb, holding power 12" O.C. WOOD FRAME: WOOD FRAME: ALUMINUM BTT. PLATE FASTEN BALLOM FRAME TO 2x4 NAILER FASTENED TO 4 HORZ. BRACING FASTENED TO HOT NEUTRAL 4 7H WIRE (sub -pond & MH) 12 14 16 WALL (TOP PLATES) WITH TOP PLATE W/12D NAILS -8" BOTTOM 'OF RAFTERS WITH 2-12D an See manufacturers specifications for required fastener's to TRASH DISPOSAL SIMPSON SHP4 @ 32" O.C. O.C. NAILS @ EA, CONTACT POINT, attach garage door, entry doors and windows to building. Wire Gouge _.Alyminun FASTENED W/ 10 -IOD X 1 BRACE TO BE CONT. TO END OF MASONARY: 1.2 20 RAFTER RUN.(CHANGE OF RAFTER 10 30 2x8 NAILER FASTENED TO TYPE OR RAFTER DIRECTION) 8 MASONARY: LINTEL w/1/2'56" ANCHOR FASTEN GABLE RAFTER TO BOLTS -48" O.C. 4 WALL WITH SIMPSONIlk fastener notes MSTAM24 (TAPCON TO THIS DIM, TO BE GREATER THAN 4 _... MASONARY) - 48" O.C. If n I if J N.T.S. D TIE DOWN NOTES: Jer to verify all trusses span, pitche%bearing heights, ceiling heights and bearing locations. 2. Where Multiple ties are at one bearing plate: ties to be anchored to opposing sides of the bearing plate to maximize separation of nailing patters 3. TRUSSES TO NEW CMU WALL: Attached all trusses with uplift up to 1810 with connector SIMPSON HETA20 fastened with 7-16d Affzwt-hiwi all tritecme with it IMF " to 11111Zn im;114-it ey-tnAnw+ ^r UK EQUAL TO U111. /A (0 U LENGTH) (BRACING LOCATED @ IVO.C. MAX MIN. OF I @ CENTER OF RAFTER SPAN) (0_qatile End Mai' - Bracing N.T.S. ;Zl�. 00t SHEARWALL LATERAL 36" PLYWOOD OR 7/16" LOAD DESIGN NAIL OSB SHEATHING SPACING GABLE END TRUSS UPLIFT NAIL SPACING st4EATHiNG REQUIRED NAIL SIZE HORIZONTAL SPACE VERTICAL SPACE 1/2" plywood 8d 4" O.C. 12" O.C. ;Zl�. 00t SHEARWALL LATERAL 36" PLYWOOD OR 7/16" LOAD DESIGN NAIL OSB SHEATHING SPACING GABLE END TRUSS UPLIFT NAIL SPACING F F (4.)___!4aDie tna - tbiailorm i-rame ana bneatning uetan SIMPSON HETA20 fastened with 9-16d N.T.S. Electrical notes: I -E leet 0 ddaal Layout scale. 3116" = 1'-0' Dnor- Mr -1: 7 (D 4" Note;; W(D Long side 4: of sheathing (D perpendicular ,AINCLUDING OOF RIDGE to trusses or OF OVERHANG rafters_ Typical (D HIP 1 \-Gable End ROOF I I I Roof Fosterling Zones Roof She a Win g Nails Panel Locations W' Structural 84 full head Panel Edges Cw supports Voc. '6"o.c. d.c. Sheathing ring shank panel Field 12"o.c. 6"o.c. 6"o.c. Notes: 1) Edge spacing also applies over Gable End walls at rafters. 2)Paslode 2%N.099" m power driven coated screw nails may be used in lieu of 8d full head ring shank nails with reduced spacing as noted below. 12" space changes to, a", 6-crianges to 4-, antir changes to 7 Roof Sheathin 3; N.T.S. LEGEND General* $ SINGLE POLE SWITCH I. All electrical work shall be according with the lasted NEC edition. $3 3 WAY SWITCH 2. All electrical system and equipment shall comply With the positions of NFTA 70A. 3. elect:rlcal tbridult running on the roof shall be raised not less than 8" above of the finish surface. Roof Finish—// 0 INCANDESCENT SURFACE 4. Penetration for electrical receptacles and switches, wiring, etc. in the interior surface of the concrete docks wall shall be sealed. S. Ground fault circuits interrupters will be provided in all exterior outlets, garage, bathroom and kitchen (210 -NEC) 0 BATH FAN 6. Arch fault protection provided for all bedroom outlets (21042NEC) Roof Sheathing 7. Electrical Plan shown may vary. Actual layout and electrical service to be determinaded by licensed florlds eleariclarr. Panel size and Drip Edge 0 DUPLEX RECEPTACLE OUTLET location to be determinated by builder an electrician. 0 GF1 GPI OUTLET Gutter Smoke/Carbon monoxide detectors: 9 (optional) SMOKE DETECTOR 8. Shall be installed in each sleeping room, outside each sleeping area (less than 10% on each additional story of the dwelling including basements but not including crawl spaces and uninhabitable attics, In dwellings or dwellings units with split levels and without an 1x6 Fa ra FAN AND LIGHT intervening door between the adjacent levels. a smoke alarm installed on the upper level shall be suffice for the adjamirit lower leml provided that the lower level is less than one full story below the upper level, When more than one smoke alarm is required to be 2x6 L siu4-fascia X installed within an individual dwelling unit the alarm device shall be interconnected in such a manner that the actuation of the alarm will Notes activate all all Of the alarms in the individual unit. the alarm shall be clearly audible in all bedrooms over background noise levels with all Rafters or trusses I. Outlets and switches shown are those most generally used. intervening doors closed. 9, All smoke alarms shall be listed and installed in accordance with the provisions of of this code and the household fire warning Number of gangs behind one wall plate depends on the type equipment provisions of NFTA. 72 Exterior. Finish of devices used. 10. All smoke/ carbon monoxide detectors to be UL listed. Hard wired as required and have auxiliary battery back-up per FRBC. 2. Symbols used are ASA standard. Job Side Coqft9ris Eat 3. Interchangeable devices (Miniature devices) available in, various 11. AN subcontractors and,general workers are required to maintain a dean and safe working environment 6 combinations using any of the following --switch, convenience 12, All debris will be picked up daily at end of the working day and placed in the provided trash area or bin. all areas will be left broom dean. outlet, radio outlet, pilot light, bell button --in one gang. 13. All tools and equipment needed will be uses and kept in job safe manner. During use. electrical cords etc. shall not be placed in any way Combined gangs are available. cause. a potential threat to anyone, all subcontractors to provide workers comp. Copy of licenses and insurance infiDrmiallion upon request, 14. owners will not responsible for any equipment used by subcontractors or general workers from theft or loss of any Wrid. DISTANCE FROM METER CAN SERVICE PANEL —GENERAL OUT5/DE u1JUVIVIVrEL/ 1. LABELING: Service panels not located back-to-back or adjacent to meter can 1W must have a disconnect installed outside odjacent to meter con. Electrical All circuits must be labeled on the panel cover. OPENINGS, METER CAN LOCATION / WORKING SPACE Unused openings in panels must be covered with hole plugs or LOCATION. Front of home unless, approved otherwise bypower panel blanks company. (tape is unacceptable). CENTER., Minimum 4 -feet, maximum 5-112 feet, from grade to WORKING SPACE.• center of meter can HEIGHT Minimum of'6-112 feet clear space from floor. HEIGHT Minimum of 6-112 feet clear space from grade DEPTH. Minimum of 36 -inches clear space in front of meter con DEPTH: Minimum of 36-iniches clear space in front of panel. (18" each side). WD TH.- Minimum of 30 -Inches clear width in firont of panet. WIDTH. Minimum of 48 -inches clear width in front of meter can. APPLICANCES. Washers, dryers, etc are not allowed in front of service panel. SERVICE RISER LOCA }70NSIZE. Risers that extend through the roof must be 2 -inch rigid panel are not allowed in clothes closets. metal pipe. CLOSET Service p GUY WIRES. Rises that extend more than 3 -feet above roof must BATHROOM: Service panels are not allowed in bathroom. have guy wire support. DISTANCE FROM METER CAN UUIZAIUL U11)GU1V1VLGl.1 ATTACHMENT HEIGHT Service panels not located back- to -bock or adjacent to meter PEDESTRIAN TRAFFIC. 12 -feet from grade can must have a disconnect installed outside adjacent to meter RESIDENTIAL DRIVEWAY- 14 -feet from grade con. COMMERCIAL DRIWWAY.- 18 -feet from grade SERVICES RESIDENTIAL SERVICE WRE SIZE LIVING AREA 1773 SQ.Fr. COPPER 100 AMP 150 AMP 200 AMP HOT NEUTRAL 4TH WIRE {sub -pone! & UH) 14 16 18 C ;1 210 1 0 6 ALUMINUM BTT. PLATE 150 AMP 200 AMP HOT NEUTRAL 4 7H WIRE (sub -pond & MH) 12 14 16 210 1/0 14 410 210 14 Residential Wire eau e For Circuits TRASH DISPOSAL 1,127 VA Bre6k6ir Fuse Size (Amps) Copper, Wire Gouge _.Alyminun 15 14 1.2 20 12 10 30 10 8 F F (4.)___!4aDie tna - tbiailorm i-rame ana bneatning uetan SIMPSON HETA20 fastened with 9-16d N.T.S. Electrical notes: I -E leet 0 ddaal Layout scale. 3116" = 1'-0' Dnor- Mr -1: 7 (D 4" Note;; W(D Long side 4: of sheathing (D perpendicular ,AINCLUDING OOF RIDGE to trusses or OF OVERHANG rafters_ Typical (D HIP 1 \-Gable End ROOF I I I Roof Fosterling Zones Roof She a Win g Nails Panel Locations W' Structural 84 full head Panel Edges Cw supports Voc. '6"o.c. d.c. Sheathing ring shank panel Field 12"o.c. 6"o.c. 6"o.c. Notes: 1) Edge spacing also applies over Gable End walls at rafters. 2)Paslode 2%N.099" m power driven coated screw nails may be used in lieu of 8d full head ring shank nails with reduced spacing as noted below. 12" space changes to, a", 6-crianges to 4-, antir changes to 7 Roof Sheathin 3; N.T.S. LEGEND General* $ SINGLE POLE SWITCH I. All electrical work shall be according with the lasted NEC edition. $3 3 WAY SWITCH 2. All electrical system and equipment shall comply With the positions of NFTA 70A. 3. elect:rlcal tbridult running on the roof shall be raised not less than 8" above of the finish surface. Roof Finish—// 0 INCANDESCENT SURFACE 4. Penetration for electrical receptacles and switches, wiring, etc. in the interior surface of the concrete docks wall shall be sealed. S. Ground fault circuits interrupters will be provided in all exterior outlets, garage, bathroom and kitchen (210 -NEC) 0 BATH FAN 6. Arch fault protection provided for all bedroom outlets (21042NEC) Roof Sheathing 7. Electrical Plan shown may vary. Actual layout and electrical service to be determinaded by licensed florlds eleariclarr. Panel size and Drip Edge 0 DUPLEX RECEPTACLE OUTLET location to be determinated by builder an electrician. 0 GF1 GPI OUTLET Gutter Smoke/Carbon monoxide detectors: 9 (optional) SMOKE DETECTOR 8. Shall be installed in each sleeping room, outside each sleeping area (less than 10% on each additional story of the dwelling including basements but not including crawl spaces and uninhabitable attics, In dwellings or dwellings units with split levels and without an 1x6 Fa ra FAN AND LIGHT intervening door between the adjacent levels. a smoke alarm installed on the upper level shall be suffice for the adjamirit lower leml provided that the lower level is less than one full story below the upper level, When more than one smoke alarm is required to be 2x6 L siu4-fascia X installed within an individual dwelling unit the alarm device shall be interconnected in such a manner that the actuation of the alarm will Notes activate all all Of the alarms in the individual unit. the alarm shall be clearly audible in all bedrooms over background noise levels with all Rafters or trusses I. Outlets and switches shown are those most generally used. intervening doors closed. 9, All smoke alarms shall be listed and installed in accordance with the provisions of of this code and the household fire warning Number of gangs behind one wall plate depends on the type equipment provisions of NFTA. 72 Exterior. Finish of devices used. 10. All smoke/ carbon monoxide detectors to be UL listed. Hard wired as required and have auxiliary battery back-up per FRBC. 2. Symbols used are ASA standard. Job Side Coqft9ris Eat 3. Interchangeable devices (Miniature devices) available in, various 11. AN subcontractors and,general workers are required to maintain a dean and safe working environment 6 combinations using any of the following --switch, convenience 12, All debris will be picked up daily at end of the working day and placed in the provided trash area or bin. all areas will be left broom dean. outlet, radio outlet, pilot light, bell button --in one gang. 13. All tools and equipment needed will be uses and kept in job safe manner. During use. electrical cords etc. shall not be placed in any way Combined gangs are available. cause. a potential threat to anyone, all subcontractors to provide workers comp. Copy of licenses and insurance infiDrmiallion upon request, 14. owners will not responsible for any equipment used by subcontractors or general workers from theft or loss of any Wrid. DISTANCE FROM METER CAN SERVICE PANEL —GENERAL OUT5/DE u1JUVIVIVrEL/ 1. LABELING: Service panels not located back-to-back or adjacent to meter can 1W must have a disconnect installed outside odjacent to meter con. Electrical All circuits must be labeled on the panel cover. OPENINGS, METER CAN LOCATION / WORKING SPACE Unused openings in panels must be covered with hole plugs or LOCATION. Front of home unless, approved otherwise bypower panel blanks company. (tape is unacceptable). CENTER., Minimum 4 -feet, maximum 5-112 feet, from grade to WORKING SPACE.• center of meter can HEIGHT Minimum of'6-112 feet clear space from floor. HEIGHT Minimum of 6-112 feet clear space from grade DEPTH. Minimum of 36 -inches clear space in front of meter con DEPTH: Minimum of 36-iniches clear space in front of panel. (18" each side). WD TH.- Minimum of 30 -Inches clear width in firont of panet. WIDTH. Minimum of 48 -inches clear width in front of meter can. APPLICANCES. Washers, dryers, etc are not allowed in front of service panel. SERVICE RISER LOCA }70NSIZE. Risers that extend through the roof must be 2 -inch rigid panel are not allowed in clothes closets. metal pipe. CLOSET Service p GUY WIRES. Rises that extend more than 3 -feet above roof must BATHROOM: Service panels are not allowed in bathroom. have guy wire support. DISTANCE FROM METER CAN UUIZAIUL U11)GU1V1VLGl.1 ATTACHMENT HEIGHT Service panels not located back- to -bock or adjacent to meter PEDESTRIAN TRAFFIC. 12 -feet from grade can must have a disconnect installed outside adjacent to meter RESIDENTIAL DRIVEWAY- 14 -feet from grade con. COMMERCIAL DRIWWAY.- 18 -feet from grade SERVICES RESIDENTIAL SERVICE WRE SIZE LIVING AREA 1773 SQ.Fr. COPPER 100 AMP 150 AMP 200 AMP HOT NEUTRAL 4TH WIRE {sub -pone! & UH) 14 16 18 11 12 16 210 1 0 6 ALUMINUM 100 AMP 150 AMP 200 AMP HOT NEUTRAL 4 7H WIRE (sub -pond & MH) 12 14 16 210 1/0 14 410 210 14 Residential Wire eau e For Circuits TRASH DISPOSAL 1,127 VA Bre6k6ir Fuse Size (Amps) Copper, Wire Gouge _.Alyminun 15 14 1.2 20 12 10 30 10 8 50 6 4 G SHIM AT EAC) RARER FOR FLUSH JOINT AT CHANGE 0 KIPEL THICKNESS DIRECTION 01 I ON(,- rAT Mf Kc ANY APPROPR EXTERIOR OR EXPOSURE Mwt� GMDE OF ADEQUATE SPAN RATING TO CARRY DESIGN ROOFLOADS N,T.S., N.T.S. EaVe Fiat ng Eave flashing is required wherever the January daily average temperature is 30 degrees F or less or where there is a possibility of ice forming along the eaves. Normal Slope --4 in./ft or over A.=urs& of 90 lb mineral surfaced roll rd6fing or a course of 50 lb smooth roll roofing is installed to overhang the uridertay and metal edge from 1/4 to 3/8 in. Extend up the roof W enough to cover a point at least 24 in. inside tree Mterior wall Nie of tie building. When the overhang requires flashing wider than 36 in., the horizontal lap joint is cemented and located on the roof deck extending beyond the exterior line of the Wilding. Low Stops. -3, to,4 in./ft Cover, the deck with two layers of IS# asphalt saturated felt. Begin with a 19 in. starter coures laid along the eaves, followed by a 36 in. wide sheet laid even with the eaves add completely bVerlaong the starter course. The starter b course is covered with asphalt cement, Thereafter, 36 in. sheets are laid in asphalt cement, each to overlap the preceding course 19 im, exposing 17 in. of the underlying sheet The plies are paced in asphalt. to a apoint at least 36 in. inside the IntaiOr wall line of the building. MU E_ M_ fiffiCir (See connector Ndtes) -Interior Finish Lintel Block w/ I # 5 Lintel (See Schedule) ELECTRICAL LOAD CALCULATION (OPTIONAL METHOD) LIVING AREA 1773 SQ.Fr. .773 x 3 VA 5,319 VA iMALL. APPLIANCE LOAD 3,00000 vA AUNDRY 1,500 VA tANGE R(W )RYER 5,000 VA RATER HEATER 4,500 VA )ISHWASHER. 1,200 VA TRASH DISPOSAL 1,127 VA TOTAL "OTHER LOAM B-220-301 W29 646 VA go] VENT PIPE DIAMETER VARIES SOLDERED LAP SEAM WEIGHT OF MATERIAL 4 JSAME AS FOR ROOF PENETRATIONS STMPING MY&W 4" '\ FASTEN FLANGE IIN_ TO DECK METAL PITCH DAM Roof Pipe Penetration, 7 N.T.S. # _10 =IRST 10KVA @100% 10,000 VA NOTE Rid flaqhina formAd in 10' laniDthi; and lapp ZEMAINOER 0 40%,(19AIWX40016). 7,858 VA I , ad 4", Fla;hirk3 is �nai to sheathing after shingles are Instatted, then flashing is Covered with ridge shingles, TOTAL OTHER LOAD 17,858 VA iEAT 0 65% (IOKW X 65%,l A, IM ­ I A/C @ 125% (4800 VA X 125%) 6,000 VA TOTAL VA FOR HOME 30,358 VA, ALv_UUUED-0DADMKV1Lt.' Ju,3M VA 30,358/ 240 VOLTS = 126.50 AMPS ZECOMENDED SERVICE: 1 P X1"1 ai 50 AMP, 240 VOLT, I WASE: SEOVICEr I i \1 R N.T.S. RESIDENTIAL ADDMON Roof Plan Structural & Standard Details Electrical Layout Electrical Notes DRAWN CR -LEA CHECKED BM DATE 01/22113 SCALE 114"=1'-0" JOB NO. A0122131 r Joseph M. Marcial, Architect. License No. Aft 0015565. DESIGNSTATEMENT This structure has been designed to comply with Chapter 16 of the 2010 Florida Building Code and ASCE 7-10. The Design Parameters are: vult 140mph MINIMUM LAP Vasd 108mph MINIMUM ACI HOOK Risk Category II 91-101, Exposure C 2 X 6 GCp1 +/-0.18 151-01 Floor Live Load (psf.) 101, Uninhabitable attics without storage 10 Uninhabitable attics with limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 Components & Cladding +25.6 ALL DEBRIS WILL BE PICKED UP DAILY AT END OR WORKING DAY AND PLACED IN THE PROVIDED TRASH AREA OR SIN. ALL AREAS WILL BE LEFT BROOM. ALL TOOLS AND EQUIPMENT NEEDED WILL BE USES AND KEPT IN A JOB SAFE MANNER DURING USE ELECTRICAL CORDS ETC. SHALL NOT BE PLACED IN -34.3 STRUCTURE CATEGORY AND CONSTRUCTION TYPE BUILDING TYPE V STUDS 16" O.C. MAXIMUM AND MINIMUM OF S.P.F # 2 OR BETTER INTERIOR BEARING GROUP R3 INFORMATION UPON REQUEST, FOR NUMBER OF STORIES AND STRUCTURE HEIGHT REFER TO ELEVATION PLANS CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. THE FLORIDA RESIDENTIAL 2010 SIS APPLICABLE TO THIS PROJECT. 3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONSTRUCTOR AS REQUIRED TO SAFELY PERFORM THE WORK 4. - IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SIDE. FOUNDATION GENERAL NOTES 1. FOUNDATION IS DESIGN BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000PSF. THE CONTRACTOR SHALL VERIFY THAT MINIMUM BEARING CAPACITY OF 2000 PSF IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. FOOTING SHALL BE PLACED ON ON SOIL FREE OF ORGANIC DEBRIS AND COMPACTED TO 95% OF MODIFIED PROCTOR CONCRETE NOTES 1. ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH ACI 318-02 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500PSI 3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LASTED EDITION OF AS" A185 CONCRETE MASONRY NOTES 1. CONCRETE MASONRY WORKS SHALL BE' IN ACCORDANCE WITH A.C.I. S30/ASCE S/TMS 402 2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASM C90 GRADE N, TYPE II AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA 3. COURSE GROUT SHALL CONFORM TO ASTM C476-01 W/ A MINIMUM COMPRESSIVE STRENGTH OF 300OPSI 4. MORTAR SHALL BE TYPES CONFORMING TO ASTM C270-01 5. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 6. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE A LINTELS, CAST IN PLACE BEAMS, OR OTHERS HEADERS AS NOTED ON PLANS 7. VERTICAL FILLED CELLS SHALL HAVE A MIN. OF I # 5 SAP, LAPPED AND TIED TO THE FOUNDATION DOWEL AND A STD. ACI HOOK AT THE TOP LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE PLANS FOR LOCATION, SIZES AND MINIMUM LAP. Z.r ;I - LIS OMD M K, ,, Plan (not a survey) %;_07 scale. 3132" = 1'-0" rem E V MOM a 6, Ae," �j SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE r-(:)NSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THI-.': PROVISIONS OFTHE TE0-iNiCAI_ CODES. NOR SHALL, ISSUANCE OF A PLRIA17 PREVENT THE BUILDING DEPT FROM 'FHERE.AF-rEp REOUIRING A CORREC- TION OF ERRORS (- CONSTRUC7101`1 .,1�1 rHE PLANS, OF? OTHER VJOI A-Flr)i',!OF -f HE CODK75. n F_ Q I- P I P T / n A/ L E G A L L/ 1- 1.1; Xj I \ I I I I I,/ I V LEG LOT 23 SOUTH PINECREST 2ND ADD PB 10 PC 89 REINFORCING STEEL METAL COATINGS FOR USE W/ PRESSURE TREATED WOOD HAZARDOUS LOCATIONS: IT IS THE BUILDER RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL THE FOLLOWING SHALL BE CONSIDERED SPECIFIC LOCATIONS FOR THE PROPOSED GLAZING: FASTENERS, ANCHORS, AND NAILS AREA THE APPROPRIATE MATERIAL AND/OR HAVE THE 1. GLAZING IN SWINGING DOORS AND FIXED AND SIDING PANELS OR SIDING (PATIO) DOOR, AS5tMBUtS. 1. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION CIS ASTM A615 GRADE 40 APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS 2. GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR THE HOT TUBS, WHIRLPOOL% SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND OTHER SUCH 2. REINFORCEMENT STEEL IN CAST IN PLACE CONCRETE SHALL HAVE A MIN. COVERAGE IN PER THE FOLLOWING GUIDELINES, FACILITIES WHERE SUCH GLAZING IS LOCATED 36 INCHES (914MM) OR LESS, MEASURED HORIZONTALLY, FROM A STANDING OR WALKING SURFACE ACCORDANCE WITH A.C.I. 318 ORAS LISTED BELOW 1. WOOD TREATED W/ DOT SODIUM BORATE (SBX) CONNECTORS SHALL BE A MINIMUM G90 WITHIN THE ENCLOSURE AND WHERE THE BOTTOM EDGE OF THE EXPOSED GLAZING IS LESS THAN 60 INCHES (1524MM) NIEASUARCU Vr_rJJP_-fALL1 KOUVC 3" IN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. ZINC COATING SUCH STANDING OR WALKING SURFACES. I Y2" FOR #5 AND SMALLER AND W31 OR D31 WIRE, AND 2" #6 - #18 BARS IN CONCRETE EXPOSED 2. WOOD TREATED W/ ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH TO EARTH OR WEATHER. TREATMENTS, CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (610MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING 3. FOR ALL OTHERS COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE SURFACE, WOOD TREATER 4. GLAZING IS AND INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL REINFORCING STEEL MINIMUM REQUIREMENTS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF THE FOLLOWING CONDITIONS: 40KS1 REQUIRED FOR THIS STRUCTURE PRESSURE TREATED WOOD. 4.1 EXPOSED AREA OF AND INDIVIDUAL PANEL GREATER THAN 9 SQ/F (0.84142) 4.2 BOTTOM EDGE LESS THAN 18 IN. (457MM) ABOVE THE FLOOR. 4.3 TOP EDGE GREATER THAN 36 IN (914MM) ABOVE THE FLOOR BARSIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK # 4 91-101, 19-19, 2 X 6 12'-03" 151-01 17-001, 101, # 6 1 27-05" 2x10 # 7 35" 5-Y4" 13" WOOD FRAMING AND PRE -ENGINEERING TRUSSES 1., ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OD THE FOLLOWING REFERENCE DOCUMENTS, A) NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) BY THE AMERICAN FOREST AND PAPER ASSOCIATION. 8) TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OFTHE TIMBER CONSTRUCTION C) ft1A-rTnfdA1 nPCTrh1 <rAfUnAon FOR mprat PLATE rrvhuqs;rT;:n wnnn TRUSSES ROOF COVERINGS;, 4.4 ONE OR MORE WALKING SURFACES WITHIN 36 IN (914MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT A66VE A WALKING SURFACE INCLUDING STRUCTURAL 6ALU9ftk PANELS AND NON 1. ALL ROOF COVERINGS, UNDERLAYMENT, AND FASTENERS SHALL BE AS NOTED ON PLANS STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE THE BOTTOM EXPOSED EDGE OF THE AND COMPLY WITH ASTM STANDARD SET FORTH IN CHAPTER 9 OF THE FRBC. � t. 'IWO, i1ph 1 1^ V i 2. A PACKET CONTAINING ALL MATERIALS FOR UNDER LAYMENT, FLASHING AND GLAZING, IS : (1) LESS THAN 60 IN (1525MM) ABOVE WALKING SURFACE ON THE POOL SIDE OF THE GLAZING, AND (2) Tfl� G 114 111) VVIt I "il'i ou IN COVERINGS AND ALL MANUFACTURES INSTALLATION REQUIREMENTS SHALL BE FURNISHED (1525MM) HORIZONTALLY OF WATER'S EDGE OFA SWIMMING POOL OR SPA. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PLANES IN MULTIPLE BY GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF GLAZING. APPLICATION FOR PERMIT WHEN REQUIRED BY PERMITTING AUTHORITY. ROOF RAFTER SPAN TABLE PSHINGLE ROOF) NOTE: IT IS THE CONTPACTOWS RESPONSIBILITY TO CHECK DIMENSIONS FOR ACCURACY SYS! BO LB prawim-pw Detail Enlarg AM to be&*ff95d_-, X Number ID Number Sheet Number Section DMWkV MD Number Sheet Number Cross Secoon IMD Number SYP #2 FLASHING REQUIREMENTS Sheet Number - MEMBER SIZE MAXIMUM SPAN IZ'C.C. 2 X 4 8'-7" 91-101, 19-19, 2 X 6 12'-03" 151-01 17-001, 2X8 151-10" 12-05" 27-05" 2x10 IV -1111 , 23-02" 26-00" 2 x 12 22'-02' 26':PO'- OVER 26'-00' (ANSI/TPI 1) BY TPI. 1. RAFTERS SHALL BE SOUTHERN PINE # 2 GRADE OR BETTER 2. MAXIMUM SPACING SHALL BE AS NOTED IN TABLE 3. RAFTERS SHALL BE SHEATHED WITH SPAN RATED STRUCTURAL SHEATHING AS NOTED IN 2. THE SPECIALTY TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES FOR ALL LOADS PLAN PRESCRIBED HEREIN. TRUSS DESIGN, FABRICATION, AND ERECTION SHALL BE IN 4. NO CONCENTRATED LOADS SHALL BE PLACED ON RAFTERS ACCORDANCE WITH THE RECOMMENDATIONS LISTED ABOVE, SHOP DRAWINGS AND CALCULATIONS SIGNED TO THE PROFESSIONAL OF RECORD FOR APPROVAL PRIOR TO USE ROOF RAFTER SPAN TABLE (METAL ROOF) IN THIS PROJECT. MAXIMUM LOAD - 10 PSF (CEILING NOT ATTACHED TO RAFTERS) 3. WOOD CONNECTORS SPECIFIED IN THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED 5. ALL WOOD FASTENING SHALL BE AS SPECIFIED ON THE STRUCTURAL SHEETS Elevation Height Palm 0'-0- A.F.F. • Pzvleed am Revisions 1""A&Ierdum dOudW---, A Number R613.8 FLASHING, SEALANTS AND WEATHERSTRIPPING. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE Elevation DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A __,-0rawktg10 window and DW WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.2. ALL EXTERIOR FINISHES SHALL BE APPLIED IN Number ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. sh."✓ vaWwowe ow Code R703.2 WEATHER -RESISTANT SHEATHING PAPER. ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER it Noeber fWWMN*.*M (?) tM*.wew 100 SQUARE FEET (0.683 KG -/M2) AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED ILORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 RNRN). 8703.8 FLASHING. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT Sheet No. ENTRY OF WELTER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL 1 ENVELOPE. APPROVED CORROSION-T"ESISTANT FLASHINGS SMALL BE INSTALLED AT, BUT NOT LIMITED TO, ALL OF THE FOLLOWING LOCATIONS. 1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDANCE WITH SECTION 613.8, 2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2 STUCCO WALLS, WITH PROJECTING UPS ON BOTH SIDES UNDER STUCCO COPINGS. 3) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4) CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 3 5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, 6) AT WALL AND ROOF INTERSECTIONS. 7) AT BUILT-IN GUTTERS. 4 8703.14 DRAINED ASSEMBLY WALL OVER MASS ASSEMBLY WALL. WHERE WOOD FRAME OR OTHER TYPES OF DRAINED WALL ASSEMBLIES ARE CONSTRUCTED ABOVE MASS WALL ASSEMBLIES, FLASHING OR OTHER APPROVED DRAINAGE SYSTEM SHALL BE INSTALLED AS AtQUIRED BY 8703.8. MEMBER SIZE MAXIMUM SPAN 12" C.C. 16"C.C. 24"C.C. 2X4 101-10" 91-10" V-7 1 2 X b zX8 22-7 191-05 15 - WOOD WALL AND ROOF FRAMING NOTES M X -1 Remodeled Living Area 2 y 12 7 1-0!, + 26-5" 22'-2" 0 01 661.00 sq -ft IN ACCORDANCE WITH APA PSI 1-95 OR NER-108, LOAD FACTOR 30 LB. PER SQ DARE FOOT: Elevation Height Palm 0'-0- A.F.F. • Pzvleed am Revisions 1""A&Ierdum dOudW---, A Number R613.8 FLASHING, SEALANTS AND WEATHERSTRIPPING. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE Elevation DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A __,-0rawktg10 window and DW WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.2. ALL EXTERIOR FINISHES SHALL BE APPLIED IN Number ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. sh."✓ vaWwowe ow Code R703.2 WEATHER -RESISTANT SHEATHING PAPER. ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER it Noeber fWWMN*.*M (?) tM*.wew 100 SQUARE FEET (0.683 KG -/M2) AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED ILORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 RNRN). 8703.8 FLASHING. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT Sheet No. ENTRY OF WELTER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL 1 ENVELOPE. APPROVED CORROSION-T"ESISTANT FLASHINGS SMALL BE INSTALLED AT, BUT NOT LIMITED TO, ALL OF THE FOLLOWING LOCATIONS. 1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDANCE WITH SECTION 613.8, 2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2 STUCCO WALLS, WITH PROJECTING UPS ON BOTH SIDES UNDER STUCCO COPINGS. 3) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4) CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 3 5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, 6) AT WALL AND ROOF INTERSECTIONS. 7) AT BUILT-IN GUTTERS. 4 8703.14 DRAINED ASSEMBLY WALL OVER MASS ASSEMBLY WALL. WHERE WOOD FRAME OR OTHER TYPES OF DRAINED WALL ASSEMBLIES ARE CONSTRUCTED ABOVE MASS WALL ASSEMBLIES, FLASHING OR OTHER APPROVED DRAINAGE SYSTEM SHALL BE INSTALLED AS AtQUIRED BY 8703.8. MEMBER SIZE MAXIMUM SPAN 12" C.C. 16"C.C. 24"C.C. 2X4 101-10" 91-10" V-7 1 2 X b zX8 22-7 191-05 15 - WOOD WALL AND ROOF FRAMING NOTES M X -1 Remodeled Living Area 2 y 12 7 1-0!, + 26-5" 22'-2" 0 1. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED AND AS NOTED IN PLAN 661.00 sq -ft IN ACCORDANCE WITH APA PSI 1-95 OR NER-108, LOAD FACTOR 30 LB. PER SQ DARE FOOT: ED 2. PRE ENGINEERING WOOD TRUSSES, RAFTERS AND OTHER ROOF FRAMING MEMBERS SHALL (Y BE SPACING AT 2'-'O.C. MAXIMUM " FRO 4 FASTENERS ARE REQUIRED NOT CLOSER THAN 2OR MORE THAN 4" WNER PY 60 Hit. HER UCONk ANb INSURANCEINSURANCEii,060-MAT'10'N CONTRACTOR IS RESPONSIBLE FOR THE sAry OF THE 3698ibE AND WILL W6V!bL OW w 3. REFER TO RAFTER SPAN TABLE FOR OVER BUILT FRAMING MEMBERS ENDS AND SPACED JOB SIDE CONDITIONS: 4. RIDGE AND VALLEY SET MEMBERS SHALL HAVE A NOMINAL DEPTH DIMENSION OF 2" LARGER THAN RAFTERS AND SHALL BE 2 -PLY FOR MEMBERS LONGER THAN 16'-U' 1) FOR EXTERIOR WINDOWS AND DOORS USE 2"X W'P.T. MIN. AS PER ALL SUBCONTRACTORS AND GENERAL WORKERS ARE REQUIRED TO MAINTAIN CLEAN AND SAFE WORKING ENVIRONMEN T. S. ALL ROOF FRAMING MEMBERS SHALL BE SOUTHERN PINE # 2 GRADE OR BETTER DETAIL ALL DEBRIS WILL BE PICKED UP DAILY AT END OR WORKING DAY AND PLACED IN THE PROVIDED TRASH AREA OR SIN. ALL AREAS WILL BE LEFT BROOM. ALL TOOLS AND EQUIPMENT NEEDED WILL BE USES AND KEPT IN A JOB SAFE MANNER DURING USE ELECTRICAL CORDS ETC. SHALL NOT BE PLACED IN 6. ALL EXTERIOR WOOD FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS OR WITH 2) FOR GARAGE DOOR USE MINIMUM 2" X 6" P.T. BUCK MR IAMBS AND ANY WAY TO CAUSE A POTENTIAL THREAT TO ANYONE. ALL SUBCONTRACTOR TO PROVIDE WORKS COMP., COPY OF LICENSES AND INSURANCE STUDS 16" O.C. MAXIMUM AND MINIMUM OF S.P.F # 2 OR BETTER INTERIOR BEARING REQUIRED SPRING PADS. 3) PROVIDE ENOUGH FASTENERS OF TYPE USE INFORMATION UPON REQUEST, WALL STUDS SHALL BE A MINIMUM OF S.P.F. # 2 OR BETTER OWNERS WILL NOT RESPONSIBLE FOR ANY EQUIPMENT USED BY SUBCONTRACTORS OR GENERAL WORKERS FROM THEFT OR LOSS OR ANY KIND. 7. PROVIDE HEADERS AS NOTED ON PLANS UNLESS NOTED OTHERWISE ALL HEADER TO EQUAL OR EXCEED STATE LOADS OR TABLES EQUAL IN DISTANCE ONLY CONTRACTORS AUTHORIZED WORKERS, BUILDING INSPECTORS, SUBCONTRACTORS, OWNERS, ENGINEER/DESIGNER WILL BE ALLOWED ONSITE MATERIAL TO BE SOUTHERN PINE # 2 GRADE OR BETTER PROVIDE FULL LENGTH STUDS ALONG BALANCE OF BUCK DURING CONSTRUCTION. AND STRAPS AS REQ. PER HEADER SCHEDULE. z Igo '(0 8. UNDER ALL GIRDERS AND BEAMS IN FRAME WALLS A BUILT UP OR SOLID SAWN COLUMN APPROVAL FASTENERS: 0 SHALL BE INSTALLED UNLESS NOTES OTHERWISE ON PLANS A MIN, OF (2) 2X4 STUDS 3/16" TAPCON WITH 11/4" PENETRATION -938 LB. OF SHEAR SHALL BE USED AND STRAP MEMBERS DIRECTLY TO TOP AND BOT, PLATES W/ A MIN. OD Jj SIMPSON SP4 OR EQUAL AT EACH STUD HOLD DOWNS OTHER THAN THESES ARE 1/4" TAPCON WITH 1-3/4"PENETRATION= 1590 LB. OF SHEAR W IDENTIFIED ON FRAMING PLANS STANDARD T NAIL 13/8" LONG =44 LB. HOLDING POWER I INDEX Sheet Title General Notes, and Tabulation ng/Demolition an, Floor an, Elevations., ;,.5ggLion, Schedules and Notes Jatlon Plan, Wall Section, Structural & lard Details Plan, Electrical Layout, Structural and Standard Is, and notes TABULATION M Added Remodeled Living Area 661-00 sq -ft. 0 TOTAL 661.00 sq -ft 0FRM IT# go REVISION DATE I REO. BY z_j M M N Q 0 W W LL N F0 ED E3 Z 4 40 Ll 0! 13 0 U m° J W EJ <Ili -1 mo W W 0 ` W 4 in U - 11- E9 z Igo '(0 < C) 0 L3 E3 < Jj ADDITION W Index, General Notes and En ffl IL wul W z W W E3 W E3 CHECKED BM 7J j SCALE 1/4"=1`-0" JOB NO. A0122131 SHEET 1 W I 0 "o M -T Joseph M, Marcial, Architect. License No. AR 0015565. M M N Q W N, E3 Z 4 40 0! 13 0 13 0 -1 M C) LL Now CLW0 LL z reee U) RESIDENTIAL ADDITION Index, General Notes and Tabulation DRAWN CR -LEA CHECKED BM DATE 01/22/13 SCALE 1/4"=1`-0" JOB NO. A0122131 SHEET 1 Joseph M, Marcial, Architect. License No. AR 0015565. i Existing Window to be replaced with a Egress window (See window schedule) EXIstog M. Stxfe 1 i � \ I II i 11 } Existing Window to be ,+ jremoved (new door to = i be installed) I i I Existing Overhang to partially demolished Existing Electrical Meter and main disconector to be relocated Exi tin / Demolition Plan scale. 1/4` = 1'4" Existing Bedroom r 1 i 1 I �Z/l 11111,11X11 I, 11111A I \-Existing CMU wall to be partially demolished Not a bearing Wall GEN. DEMOLITION NOTES: A. THIS DEMOLITION PLAN IS GENERAL IN NATURE AND IS NOT INTENDED TO BE ALL ENCOMPASSING OR EXHAUSTIVE IN DEPICTING EACH INDIVIDUAL ITEM TO BE REMOVED OR DEMOLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE PROJECT SITE AND VERIFYING EXISTING CONDITIONS AND FAMILIARIZING HIMSELF WTH THE PROJECT REQUIREMENTS PRIOR TO BIDDING. ITEMS OF NO USE OR VALUE TO THE COMPLETED PROJECT SHALL BE REMOVED OR DEMOLISHED WHETHER SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS OR NOT. B. CONDITION OF STRUCTURES: IS THE CONTRACTOR RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. IF IN QUESTION, CONTACT ARCHITECT IMMEDIATELY. C: SHORING AND BRACING: PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF AREAS TO BE DEMOLISHED AND FACILITIES TO REMAIN. D. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. E. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK. F. TRAFFIC: CONDUCTSELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL TO ENSURE NO INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. G. ENVIRONMENTAL CONTROLS: COMPLY WITH GOVERNING REGULATIONS PERTAINING TO EN�VIRONMENTAL PROTECTION. H. UTILITIES, LOCATE, IDENTIFY, STUD OF, AND DISCONNECT UTILITY SERVICES THAT ARE NOT INDICATED TO REMAIN. SALVAGE NOTES: A. FIELD VERIFY EXISTING CONDITION OF ITEMS TO BE REMOVED. SALVAGE & REINSTALL AS MANY ITEMS AS POSSIBLE THAT ARE IN GOOD CONDITION. COORDINATE AN VERIFY WITH THE OWNER. B. ALL ITEMS SCHEDULED TO BE REMOVED AND NOT REUSEC SHALL BE VERIFIED & SURRENDERED BACK TO HE OWNER. C. G.C. SHALL PROVIDE A STORAGE FACILITY FOR ALL ITEMS TO BE REMOVED AND/OR REUSED FOR THE DURATION OF THE r^nn'crri, iCTION.. ing South Elevation - Rear scale. 1/4" = 1'-0" CONTRACTOR NOTES: �o_ntractor To Provide Product Approvals - llationo N UN 1 ELS V INSULATIONS SPEC. N ROOF SYSTEM ✓ TRUSS ENGINEERING z NDORLAYMENT ✓ TRUSS LAYOUT ENGINEERING HOOD ✓ WINDOWS Q EXTERIOR DOOR ✓ ROOF INSULATION �Abbrevi tions MR - Mirror MC - Medicine Cabinet R & G - Rod and Grid A.A. - Attic Access AA/mIl I cit-i©r-wA EXXISTING CMU WALL NEW CMU WALL 8'-011 H NEW STUD WALL FULL HIGH \ r � w N 4Existing M, Suite F_xle ft Bedroom �1 6,-�» � Existing header t M � 1 1. 1 1 Zf6t 1 � PG3 --------_._ _.. I _ N j,ry _ w, rw ewM at i Lri6 R{. I Bedroom Extensim I - 81 -0 CLG _ 8'p -o" ac k 1 � k a i Game Room A C' 8'-o' ac~eA PG 3 9'-6» 7-4" 0' 6" 19''-1 D" 1 TA. 7A I 1 ea.,. ........... ..... ........................................... ............... .. » .:...............•:::.••.::::........a:c....;;r.:...:..::„..:...:..:.:....a....................._......................::... _.............._..... ' 2668 lW / A I � d l / MR '` I cBATH�LL U4 Bedroom 2 ki B C.5 U I ", I 8�4` CLO PG 3 t3'-0" CLO `, i d I PG 3 A-, 3'-9" 11'-1" tW_tn» ' 4» ri "v ,v 1 ! Floor Plan scale: 1/4" = f-0, F» overhang @ g as notch w/ existin f East Elevation scale: 114'° = I New Window ScheduleL tot x Carie Type Size - PS Length Designation Gravity Notes '] //// �^l +45.1 p�y� (j y P.Box 50 "r.;. .. rvr re.- . a to -e : r36 7/O""W X 63""H 416" (W') 8F16 -1T • �F A,.e -48.0 P.Cast 611 +46.3 ower x: W. I re . a n e : B SH 26 s""W X 26'H -49.3 3'-6" (42") 8F16 -IT P. 7463 P.Cast 6113 • TEMP. C HS 72 Y 'W X 36"H 41 Egress intel -47.0 PLAN NOTES: 1. THE WINDOWS AND DOOR SIZES SHOWN ARE GENERIC IN SIZES GENERIC SIZES. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONES. n. r. rn RO I. -r, �r .�, •e� wa♦ "t fere. ,'0...'*r,.�rrei,",`a P�• [�!^+ , n r ✓� •.r'tl r: � I I.- G 2. THE CHART SHOWN HAVE SEEN CvtiFii cu FROIN. r 1 HE r�ir�rvwrrwt i ti ricu civ6akivLCrtLu arc LUAU rrs�c� u�i%1+� POWER BOX STEEL LIN7ELS AND CAST=CRETE PRECAST LINTELS 3. ALL WALL DIMENSIONS ARE NOMINAL - ROUGH FRAMING CMU WALL = 7- Ya' TYP. STUD WALL = 3-1/2" TYP. INTERIOR STUD WALL =Y2" GWB EA SIDE 4. INTERIOR WALL DENOTES CORNER DW!(V ALL BEAD 5. ALL EXTERIOR WALLS, LESS OPENING WINDOW SIZES MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION 11. ALL INTERIOR FINISH (TEXTURE, COLORS. FLOORING TYPE. LIGTHING.INTERIOR DOOR STYLE BAR CABINETS, COUNTER TOPS, FIXTURES ETC. TO BE DEFINE- BY OWNER) 12. ALL EXTERIOR FINISH (NOT STRUCTURAL OR CODE REQUEST) TO BE DEFINE BY OWNER (COLOR, STUCCO TEXTURE, LIGTHING, DOOR STYLE ETC.) ,,,.,,._. ., . . - Torch Down Roof System (to match w/ existing) PowerBox Lintel Installation Instructions 12 Pre- engineered Trusses Mil Drip Edge 2t °• / 1. Lay wall to required height and opening. 1 2. Set Lintel on block with 8" of bearing each end, minimum 4" 1 3. Apply bed joint on front and back of block, Apply head joint on end of block. 4. Place Lintel on block level and square. Proceed as needed with the.ne(aaurse of block.. Lig# 1 1 5. Shore Lintel as required to compensate for dead load deflection on non cured masonry and grout. 00 Open Soffit - I Plant Shelf over 1 6. Shore lintel prior to laying block and grouting. (match w/ existing R30 Insulation Min. 1 PG4 7. It is recommended to shore lintel in the middle of spans greater than W-0" and less than 15"-0"'. On spans greater than IV -0" .use 2 closet (optional) 1 1 shore a equal diwt6nta apart at approximately c.-4,. spacing. p . +,. � ng at W - centers. 2' -9» MR -s.tai n -v" lar shoring a" Make sure shoring is square to Lintel and secure. Make sure shoring supports the entire width of the bottom of the Lintel. (see x' -518" Drywall �� .� r• •• •• •�• shoring Detail) y 8. Rod grout adequately to ensure consolidation of grout (no air pockets) r f ° ry AERE v IA' tE)NJ; 9. Place top #5 rebar grade 40 Set 1.5" from top of all Lintel designs and in some cases in the bottom of the Lintel as shown on Load Tables. (see .Rebar c� Bedroom # BedrDDm A" Detail) BATH ---- - F.F. - FINISH FLOOR WINDOWS- FLASHING NOTES: 112 drywall strips aU � d R-4. T. 6'-0" Bi -Pass Door ' B►RG =BEARING POINT furring stri s nd R-4.2 ins . O g p closet closet �' 11. SyLIIP H^�OUSE +WR^�"A�Pj AjTj�?CORrNJ�EjyS USE 17 TEMPORARY TO EXPOSE SHEATHING 2.. DO .NOT ii)C CU J 1-lOUSEWi�./" P. USE '� 1 x 4U.1. Pointed Block \� 6'-D" Bi -Pass Door 3. PATCH WATER -ENTRY POINTS IN CORNERS. AS NEEDED 4'c Crete slob finish as per owner �, 4. EXTEND SIDE FLASHING APPROX. 4"' ABOVE WINDOW 1. All finishes to pre pre -approved by owner and 2ss8 contractor on sample boards before apllication 5. SIDE FLASHING MUST OVER LAP SILL FLASHING ' ' 6. DO NOT CAULK BOTTOM NAIL FLANGE (WATER MUST BE ALLOWED TO DRAIN FROM WINDOW OPENING Elevations are conceptual 7 EXTENDI FLASHING DIRECTLY W SHEATING ry�y ,.:,.,.. � � " i i i � i a I � I 3. TrUSS manufacturer and builder to Veri all trU55 S any 8. APPLY HEAD FLASHING (�TRECi1Y TO WALL SHEATHING d �( �, __.� _..._,�.. 7 ;. ,_._,.r �-,m.._-. ;.-....�.... __-......_, M__�.�. 1..___--_- r__.._rw.. _w__..- a______.. " r .___._I .._-.._.__ ___.._ .___.m.�_, I -.-_._..r i 1.__-�,..e_._�.,- __...�. _.,_.._.._ ,� • � �.�n....-._ I � p r 3.- ,.� -"..._ - ., _,_._ 1__w___ I ____8 1..,•_ .__... { 1. __� I_- __ _.. I.__.____ ! - . i _ I ." r 1 ,_ _.___-_. -_,. :w. -___. r • ceilings heights and bearing HEAD FLASHING MUST OVER LAP SIDE FLASHIN Gslopes' bearing heights 10. SEAL W CONTRACTOR TAPE riation.tinterior and exterior) locations before truss fab11. HOUSE WRAP MUST OVERLAP HEAD FLASHING - 12. SKIP TAPE HEAD TO ALLOW WATER MIGHT GET BEHING HOUSE WRAP TO DRAIN CUT .. jSure: 3/8» = 1'_0" REVISION DATE REO, BY i Joseph M. Marcial, Architect. License No. AR 0015565. / N C` WE3 N z d r�rrrr Q 0 as 13, 0 0 j M 13 L W 13 L Ul RESIDENTIAL ADDMON Existing/Demolition Plan Floor Plan Schedules Notes DRAWN CR -LEA CHECKED BM DATE 01/22/13 SCALE 1/4"=V-0" JOB NO. A0122131 SHEET i Joseph M. Marcial, Architect. License No. AR 0015565. / Foundation Plan scale. 114' = 1'-0" FOUNDATION NOTES: 1. "0 " INDICATES POURED CONC. CLL W/ 1 #5 BAR CONT. FROM FOOTER TO BOND BEAM. LAP BOTT. 25" MIN AND STD 10" BEND AT TOP EXCEPT AS NOTES ALL REINFORCING STEEL SHALL BE 40 K.S.I. 2. FILLCELL/DOWEL DIMENSIONS ARE PLUS OR MINUS 4" TO CORRECT FOR VARYING BLOCK PLACEMENT. WALL OPENING LOCATIONS ARE APPROXIMATE, SEE DOOR/WINDOW MANUFACTURES SPECIFICATIONS FOR EXACT ROUGH OPENING DIMENSIONS. 3. NEW 4"CONCRETE SLAB ON 6 MILL VISA. W/6-6 FIBERIVIESH OR 10-10 W.M. 2500 PSI CONCRETE ON COMPACTED TREATED FILL AS PER LOCAL CODE. 4. THE BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IF A LESS SOIL BEARING CAPACITY EXISTS, OBTAIN THE ENGINEERING'S RESPONSE BEFORE POURING FOUNDATION FOOTINGS, AS FOUNDATION REVISIONS WILL BE REQUIRED. 5. AS AN ALTERNATE TO TERMITE SOIL TREATMENT BORACARE TERMITE TREATMENT MAY BE USED IF APPROVED BY PERMITTING AUTHORITY AND APPLIED PER THE MANUFACTURER'S REQUIREMENTS. 6. REFER TO FOUNDATION PLAN AND DETAILS FOR FOOTERS SIZE AND LOCATION MISPLACED DOWEL NOTE: IRISNOTEISTUDESCRIBEALILR TIVES TO MITIGATE FOR CASTING REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION IF THE WALL HAS NOT BEEN BUILT DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION EPDXY A 30" LONG #5 REBAR INTO THE DRILLED HOLE AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19" AND BEND VERTICAL IF THE WALL HAS BEEN BUILT CORE THE WALL AT THE CORRECT LOCATION 16"' WIDE AND 4" DEEP FULL OPENING AT THE FLOOR DRILL A HOLE AND INSTALL 30" LONG REBAR AS WALL AND POUR SOLID WITH 3000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP TO INCLUDE REPAIRS NECESSARY TO THE BEAM TORCH DOWN (HOT MOP) ON # 15 FELT ON W PLYWOOD NAILED W/ COMMON NAILS @ 4" O.C. SHORT SIDE 8D 6" O.C. LONG SIDE 8D 12" O.C. FIELD 8D PRE-ENGINEERED TRUSSES 12 METAL CONNECTOR (SEE TIE DOWN SCHEDULES) Ishk Aft'A d wa: I # *$I 040m 'a 'aia �a A A& in i AC —4, i METAL DRIP EDGE %11 INT. PARTITION WIZW' STUDS @ 24'" O.C. MAX. 1/2" DRYWALL 1/2" DRYWALL ON 3/4!' P.T. FURRING STRIPS AND R-4.2 INS. 2"X 4" P.T. PLATE W, CONIC, SLAB Wal/ Section scale: 1120 = 1'-0" LINTEL BLOCK W/1*5 bNTEL (SEE SCHEDULE) PAINTED BLOCK ALUMN. WINDOW WINDOW SILL C.M.U. W11#5 IN FILLED CELL WFIERE TRMMED cli Painted Block 8" CMU wall w/ (1) # 5 in filled (See elevations) cell where indicated in 1burKlation plan Exterior 1/2" drywall on 1/4" P.T. Furring Strip a. 01_� and R-4.2 insul. min. (U.N,O.) Weep Screed Ir INTERIOR .S; finish Floor as per owner E 4" conc. stab .......... �i end vapor barrier under 2-qra& beam up to grade provides capillary break 2 #5 cont. Monolithic Foundation N.T.S. ORNER BAR STANDARD A.C.1 LAP SPLICE TYPICAL EACH SIDE. (SEE AS REQ'D IN PLAN VERTICAL DOWEL GENERAL NOTES). BAR SIZE SAME AS FTG. REINF. f STANDARD A.C.I. VERTICAL DOWEL AS t'%r—_q D it'd r"t AN (ALTERNATE TO RUNNING CONTINUOS THROUGH CORNERS) Reinforcement 1 #5 X12" REBAR EPDXY 6" MIN. INTO EXISTING WALL @ 24" O.C. VERTICALLY NEW WALL See foundation plan for footing details N.T.S. Verify existing full cell EXISTING WALL 2 #5 X12'" REBAR FPaXY 6" MIN. INTO EXISTING FOUNDATION '11 14--c BAR STANDARD A.C.1 P.T. 2"x ANCHORED To W a LAP SPLICE VPXk MCH ISIDE. TAPCON * 16"O.C. (SEE GENERAL NOTES). @EACH BUCK BAR SIZE SAME AS FTG. REINF. 0 0 0.j #4 STEEL RERAR AT OPC_N_Wff - '"' 4 Connection between existing and new wall 1(—r, N.Ms. 1/4'1 x 3"TAPCON SIDE BUCK 2"x 4" P.T. BUCK 16"9 O.C. SEE DETAIL "D" P.T. 2"x ANCHORED TO MASONRY W/1 /4"x 3" TAPCON cZ 1 G"C).C. ALUMN. WINDW :uRED AS PFR MANE. %PFr. I 25" MI LAP SPACE -S NANDARD A.C.I. CMU N.T.S. STUCCO FINISH OPT. F_8'X 8"x 16"C.M.U. P.T. 2"x ANCHORED To W a MASONRY W/1/4"x a- 71 TAPCON * 16"O.C. z @EACH BUCK 0 0 0.j PRE -HUNG DOOR FRAME M 0 LL Q '� 0 W 13 LL BOND BEAM AT F &NH'EMN MAX: 16" FROM CORNER(OR 6- FROM CONTROL JOINT) WITHIN BOND BEAM REBARS EXTEND PAST OPENNGS A TOTAL F 20 X BAR DIAMETER OR 24", WHICHEVER IS GREATER STUCCO FINISH OPT. 1 8"x 8"X 16" C.M.U. WI! 1#5 IN FILLED CELL I 1#5 IN FILLED CELL I A I I I I 1/ 2" DRYWALL DOOR FRAME SECURED 112"DRYWALL AS PER MANF. SPEC ON rURRING STRIPS 4 16*0.C. 16"O.C. PRE -FAR FILLED CELL WINDOW BUCK DETAIL "D" DOOR BUCK DETAIL "C" WINDOW SILL WINDOWS MUST BE ANCHORED AS PER MANUF. SPEC. AND IN COMPLIANCE WITH CHAPTER 8613.6.1 OF F.B.C. Door Buck Detail Windows and Doo (6 N.T.S. I Gable End Truss Siding or T1-11 overTyvek*, p over sheathing over gable trusses coulkTyvek to concrete &_ secure w/starter strip CMU wall SIDING detail for truss tie -down * Tyvek or other similar approved product ( Joint Detail @ Block wall to wood frame transition N.T.S. Stucco Finish, Over Loth over Sheathing Flashing Control CMU —Goble End Truss Insulation e detail for truss tie—down STUCCO 3ERMIT # * Tyvek or other similar approved product REVISION DATE I REO. -1 BY M N C1 L111% E*% W a Cq 71 C, z j 0 0 0.j M 0 LL Q '� 0 W 13 LL Z Yl RESIDENTIAL ADDITION Foundation Plan Structural & Standard Details DRAWN CR -LEA CHECKED BM DA 01/22/TE 13 SCALE 11411=11.011 30 A0122131 SHEET 3 1! X� 02�' - Joseph M. Marcial, Architect. License No. AR 0015565. N a OH OH- I Roof Plan scale: 118" = 1'-0" ATTIC VENT CALCULATION SHEATHING REQUIRED Attic Area (a) 000 Req.Vent Req. Vent 8d 4" O.C. 12" O.C. make (swin.) Exhaust (win.) Roof Attic (New roof) 661(sq.ft) 2.20(sq/ft) 158.54 sq/in 158.54 sq/jn ROOF AND TIE DOWN NOTES 1. Builder to verify all trusses span, pitches, bearing heights, ceiling heights -and bearing locations, 2. Where Multiple ties are at one bearing plate: ties to be anchored to apposing sides of the bearing plate to maximize separation of nailing patt s 3. TRUSSES TO NEW CMU WALL: Attached all trusses with uplift up to 1810 with connector SIMPSON HETA20 fastened with 7-16d Attached all trusses with Uplift up to 2235 with connector SIMPSON HETA20 fastened with 9-16d Bectrical Layout scale; 3116" = 1'-D" m Location for -Ter tinct ADDITIONAL BRACING REQUIRED ONLY IF "'A" IS X GREATER THAN 60" Q I 2x4 BRACE 2x4 BLOCKING @ FIRST 2 SEE SHEATHING DETAIL FOR TRUSSES SPACING @ 48" SHEATHING FASTENERS O.C. 'BRACING 8'0" LENGTH 3-12D 12D NAILS r 2X4 BRACE kei5lra�YlUe1l1E.'? 3-12D 2-12D NAILS vv ww Y �WOOD FRAME:,.. FASTEN BALLOM FRAME TO 2x4 NAILER FASTENED TO WALL (TOP PLATES) WITH TOP PLATE W/121) NAILS -8" SIMPSON SHP4 @ 32" O.C. O.C. FASTENED W/ 10 -IOD X 1 3�" MASONARY: 2x8 NAILER ED TO MASONARY: LINTEL W/1/2'kKV' ANCHOR FASTEN GABLE RAFTER TO BOLTS -48" O.C. WALL WITH SIMPSON MSTAM24 (TAPCON TO THIS DIM. TO BE GREATER THAN MASONARY) - 48" O.C. OR EQUAL TO DIM."A" (8'0" MIN. LENGTH) (BRACING LOCATED @ 15'O.C. MAX. MIN. OF 1 @ CENTER OF RAFTER { Gable End Detail_- Bracing N.T.S. 3/" PLYWOOD OR 7/16" OSB SHEATHING SPACING SHEATHING REQUIRED MAIL SIZE HORIZONTAL SPACE VERTICAL SPACE 1/2" plywood 8d 4" O.C. 12" O.C. 3/" PLYWOOD OR 7/16" OSB SHEATHING SPACING SHEARWALL LATERAL LOAD DESIGN NAIL SPACING Load. Factor 30 Lb. per care font: RAFreRs Fasteners are required not closer than 2" or more than 4"' MALL APPLIANCE LOAD from ends and spaced BRACING NOTES: 1)or exterior windows and doors use 2'% 4" p.t. min. as • ALL NAILS TO BE CEMENT COATED. per * ALL BRACING TO BE 2x4 2) For garage door use minimum 2" x 6" P.T. buck for STRUCTURAL GRADE. jambs and required spring pads. 3) Provide enough * NAIL EACH HORZ. BRACE WITH 2-12D NAILS @ EACH CONTACT POINT. fasteners of type used to equal or exceed state loads or • •/ 1•C tables equal in distance along balance of buck 3-12D NAILS Approval Fasteners: UPLIFT NAIL 3/16" Tapcon with 1 1/4" penetration=938 lb. of shear EMAINDER @ 40% (19,646X40%) 1/4" Tapcon with 1-3/4"penetration-1590 lb. of shear I j Standard T nail 13/8"r long =44 Ib. holding power "-2x4 HORZ. BRACING FASTENED TO BOTTOM OF RAFTERS WITH 2-12D See manufacturers Specifications for required fasteners to NAILS @ EA. CONTACT POINT. attach garage door, entry doors and windows to building. BRACE TO BE CONT. TO END OF g l RAFTER RUN,(CHANGE OF RAFTER • ~�. • m TYPE OR RAFTER DIRECTION) MIN. TO DECK SHEARWALL LATERAL LOAD DESIGN NAIL SPACING Gable End - l3allom Frame and sneatning uetali N.T.S. LEGEND $ SINGLE POLE SWITCH 3 3 WAY SWITCH INCANDESCENT SURFACE �} BATH FAN DUPLEX RECEPTACLE OUTLET ( GF1 GFI OUTLET SMOKE DETECTOR FAN AND LIGHT Notes 1. Outlets and switches Shown are those most generally used. Number of gangs behind one wall plate depends on the type of devices used. 2. Symbols used are ASA standard. 3. interchangeable devices (miniature devices) available in various combinations using any of the following --switch, convenience outlet, radio outlet, pilot light, bell button --in one gang. Combined gangs are available. ELECTRICAL LOAD CALCULATION (OPTIONAL METHOD) * LIVING AREA 1773 SQ.FT. • ,, • MALL APPLIANCE LOAD 3,000 V GABLE END TRUSS 1,500 V �ANGE 8,000 V RYER 5,000 V NATER HEATER 4,500 V ISHWASHER 1,200 V • •/ 1•C , 1.1 ` y~�`' * • 29,646 V UPLIFT NAIL 10,000 V EMAINDER @ 40% (19,646X40%) •,'� I j 17,858 V EAT @ 65% (10KW X 65%) SPACING /C @ 125°x6 (4800 VA X 125°x6) 6,000 V E•, , � g l l•E • ~�. • m Lintel MIN. TO DECK _ _ '� �i i•I 6 i Y•E i � � 'gP•,y� • • BTT, PLATE ;,�4! • • Bi �`s i@tP` $ • { - a. 114 • ••-,,,� ®. j q= Gable End - l3allom Frame and sneatning uetali N.T.S. LEGEND $ SINGLE POLE SWITCH 3 3 WAY SWITCH INCANDESCENT SURFACE �} BATH FAN DUPLEX RECEPTACLE OUTLET ( GF1 GFI OUTLET SMOKE DETECTOR FAN AND LIGHT Notes 1. Outlets and switches Shown are those most generally used. Number of gangs behind one wall plate depends on the type of devices used. 2. Symbols used are ASA standard. 3. interchangeable devices (miniature devices) available in various combinations using any of the following --switch, convenience outlet, radio outlet, pilot light, bell button --in one gang. Combined gangs are available. ELECTRICAL LOAD CALCULATION (OPTIONAL METHOD) * LIVING AREA 1773 SQ.FT. 773x3VA 5,319V MALL APPLIANCE LOAD 3,000 V UNDRY 1,500 V �ANGE 8,000 V RYER 5,000 V NATER HEATER 4,500 V ISHWASHER 1,200 V RASH DISPOSAL 1,127 V TOTAL "OTHER LOAD" (TB -220-30) 29,646 V IRST 10KVA @100% 10,000 V EMAINDER @ 40% (19,646X40%) 7,858 V TOTAL OTHER LOAD 17,858 V EAT @ 65% (10KW X 65%) 6.500 V /C @ 125°x6 (4800 VA X 125°x6) 6,000 V TOTAL VA FOR HOME 30,358 V A / 240 VOLTS = 126.50 AMPS RECOMENDED fRVICE: 150 AMP, 240 OLT, 1 PHASE SERVICE 2 Fastener notes N.T.S. CONSIDERING A THANKLESS WATER HEATER Electrical notes: General: 1. All €±lectricai work shall be according with the lasted NEC edition. 2. All electrical system and equipment shall comply with the position of NFTA 70A. 3. electrical conduit running on the roof shall be raised not less than 8" above of the finish surface. 4. Penetration for electrical receptaclesand switches, wiring, etc. in the interior surface of the concrete clocks wall shall be sealed:. 5.Ground fault circuits interrupters will be provided in all exterior outlets, garage, bathroom and kitchen (210 -NEC) 6. Arch fault protection provided for all bedroom outlets (210-12NEC) 7. Electrical Plan shown may vary. Actual layout and electrical service to be determinaded by licensed florida electrician. Panel size and location to be determinated by builder an electrician, Smoke/Carbon monoxide detectors: 8. Shall be installed in each sleeping room, outside each sleeping area (less than 101), on each additional story of the dwelling including basements but not including crawl spaces and uninhabitable attics. In dwellings or dwellings units with split levels and without an intervening door between the adjacent levels. a smoke alarm installed on the upper level shall be suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm device shall be interconnected in such a manner that the actuation of the alarm will activate all all of the alarms in the individual unit. the alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. 9. All smoke alarms shall be listed and installed in accordance with the provisions of of this code and the household fire warning equipment provisions of NFTA 72 10. All smoke/ carbon monox-►de, detectors to be UL listed. Hard wired as required and have auxiliary battery back-up per FRBC. Job Side Conditions 11. All subcontractors and general workers are required to maintain a clean and safe working environment 12. All debris will be picked up daily at end Of the working day and placed In the provided trash area or bin. all areas will be left broom clean. 13. All tools and equipment needed will be uses and kept in job safe manner. During use. electrical cords etc. shall not be placed in any way cage a potential threatto anyone. all subcontractors to provide workers comp. Copy of licenses and insurance information upon request, 14, owners will not responsible for any equipment used by subcontractors or general workers from thdIt or less of any kind. ROOF EDGE -�,. , NAILS 3/4" Roof Finish ---" Roof Sheathing Drip Edge _---`"- Gutter (optional) 1x6 Fascia 2X6 Sub -fascia -.. Rafters or trusses Exterior Finish APA RATED SHEATHING SHINE AT EACF RAFTER FOR FLUSH JOINT AT CHANGE OI PANEL THICKNESS DIRECTION 01 LONG DIMFW ANY APPROPR EXTERIOR OR EXP05UP.E PANtL GRADE OF ADEQUATE. SPAN RATINGTO CARRY DESIGN ROOF LOADS 4" #" (D i / Note: Long side of sheathing to be 0 0"INCLUDING - �` (D perpendicular OOF RIDGEto trusses or F OVERHANG I rafters -Typical able End HIP �.; � \i ROOF Roof Sheathing Nails Panel Locations Roof Fastening Zones 1 2 3 Structural Sheathing 8d full head ring shank Panel Edges @ supports 6"o.c. 6"o.c. "o.c. Panel Field fInterior Finish Notes: 1) Edge spacing also applies over Gable End walls at rafters. 2)Paslode 2Y4"x.099" o power driven coated screw nails may be used in lieu of 8d full head ring shank nails with reduced spacing as noted below. 12" space changes to 8", 6" changes to 4", and #' changes to 2 3j". 3D Roof SMeati1in N.T.S. Eave F1'ashin0 Eave flashing is required wherever the January daily average temperature is 30 degrees F or less or where there is a possibility of ice forming along the eaves. Normal Slope -4 in./ft or over A course of 90 Ib mineral -surfaced roll roofing or a course of 50 Ib smooth roll roofing is installed to overhang the underlay and metal edge from 1/4 to 3/8 in. Extend up the roof far enough to cover a point at least 24 in. inside the interior wall line of the building. When the overl>a«g requires flashing wider than 36 in., the horizontal lap joint is cemented and located on the roof deck extending beyond the exterior lisle of the building. LOW 511606.--3 to 4' Klft Cover the deck with two layers of 15# asphalt saturated felt. Begin with a 19 in. starter coures laid along the eaves, followed C v,a it1 Irl; wt& Shf** laid even with the eaves and completely overlapping the starter course. The starter b course is covered with asphalt cement. Thereafter, 36 in. sheets are laid in m pha t cernerrt, each to ovaimp the preceding course 19 in., exposing 17 in. of the underlying sheet. The plies are placed In asphalt to a apolnt at least 36 im inside the interior wall line of the building. t ve Ila nina u a s eteu Eave e fl hln as g NT -"q - LAP S; ... I r-77� Roof Pipe Penetration N.T.S. I \ / .+1 N.T.S. iN NOTE rdldcyYa flaOd,Irticy ga`srrrted. in 10lAtgths aM lapped 4", Flashing is ria to sheathing after shingles are installed, then flashing is covered with ridge shingles. PERMIT l- AY. J N.T.S. REVISION DATE I REO, I BY �h L Nr,., W N a r E9 Z 4 0 0 0 0 13,.j/ M 0 �~ W O LL.E**% Z lr 4 r U RESIDENTIAL ADDITION Roof Plan Structural & Standard Details Electrical Layout Electrical Notes DRAWN CR -LEA CHECKED BM DATE 01/22/13 SCALE JOB NO. A0122131 SHEET V, -2 - Joseph M. Morcial, Architect. LIGenSe NO. AR 0675555. LAP MIN. 2" INSIDE VENT PIPE WI rnnnprtnr, (See connector Notes) VENT PIPE DIAMETER VARIES fInterior Finish SOLDERED LAP SEAM ✓ I• WEIGHT OF MATERIAL ' W SAME AS FOR ROOF PENETRATIONS STRIPPING Lintel Block 4.. FASTEN FLANGE Lintel MIN. TO DECK (See Schedule) METAL PITCH DAM I r-77� Roof Pipe Penetration N.T.S. I \ / .+1 N.T.S. iN NOTE rdldcyYa flaOd,Irticy ga`srrrted. in 10lAtgths aM lapped 4", Flashing is ria to sheathing after shingles are installed, then flashing is covered with ridge shingles. PERMIT l- AY. J N.T.S. REVISION DATE I REO, I BY �h L Nr,., W N a r E9 Z 4 0 0 0 0 13,.j/ M 0 �~ W O LL.E**% Z lr 4 r U RESIDENTIAL ADDITION Roof Plan Structural & Standard Details Electrical Layout Electrical Notes DRAWN CR -LEA CHECKED BM DATE 01/22/13 SCALE JOB NO. A0122131 SHEET V, -2 - Joseph M. Morcial, Architect. LIGenSe NO. AR 0675555. ........ .... .... .. ,.. __. .... _..... .... _ .._ .. i...... ,.. J..... _. .. _. _.. aG f $v'