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HomeMy WebLinkAboutBuilding Plans3 - 3" 14 GAGE STAPLES 11- ­11 0 :"<N �ARC -� _ 2 - 8d COMMON (2Yz"xO.131 ") _ 2. BRIDGING TO JOIST 2 - 3 xO.131 NAILS TOE -NAIL EACH END < IT 2 - 3" 14 GAGE STAPLES - . ,.. -... W w1N CC? 16d (3VZ"xO.135") 0 16" o/c G ' EX 3. SOLE PLATE TO JOIST OR BLOCKING 3"x0.131" NAILS 0 8" o/c TYPICAL FACE NAIL \� X37� 3" 14 GAGE STAPLES 0 12" o/c 3 - 16d (2%2"0.135") 0 16" o/c _ 4. SOLE PLATE TO JOIST OR BLOCKING 0 4 - 3"xO.131" NAILS ® 16" o/c BRACED WALL PANELS � BRACED WALL PANEL 4 - 3" 14 GAGE STAPLES ® 16" o/c � 3t 2 - 16d (, ` 0.162 5. TOP PLATE TO STUD 3 - 3"xO.131" NAILS END NAIL 3 - 3" 14 GAGE STAPLES 4- 8d COMMON (29"x0.131 ") _ I 'l J l. I F 'l o i J i V T Y 4 - 3"xO.131" NAILS TOE -NAIL 3 - 3" 14 GAGE STAPLES 6, STUD TO SOLE PLATE 2 -16d COMMON (3VZ"x0.162") 3- 3"x0.131 ° NAILS END NAIL � N D ,��' 0 ROAD 3 - 3" 14 GAGE STAPLES I 16d (31�"x0.135") 0 24" o/c 7. DOUBLE STUDS 3"xO.131" NAILS 0 8" o/c FACE NAIL ,!\]-DT Tn 1:�j C A I F ) 3" 14 GAGE STAPLES ® 8" 6/c =. 16d,(3 "xo;)35'� ®-16" o/c Manufacturer: EZ Portable Bullding�, Inc. (MFT11604) Plan Number: Gable-2017 RI 3"xO.131" NAILS ® 12" o/c TYPICAL FACE NAIL 3" 14 GAGE STAPLES ®R12" Q�I� ; � MODIFIED TO MEET RISK CATAGORY 11 REQUIERMENT OF THE 2020 FBCR 7TH ED. B. DOUBLE TOP PLATES W/UPLIFT RESISTING SIMPSQN STRONG-TI SCREF FASTENING SYSTEM SEE SHEET 003 Lucie County..:............. 2020 Ph Edition House 13e4eO[3 Ave Ftrt Pierce FL U951 Welch Inc MPH .... tYl�'H Q,t ....... TOTAL , I� •. POINTS p Min. Plywood Decking Requirements 1'70 Exp.B Risk Cat I i Mm* Plywood 'Thicknc§ � 19/3211 Min. Nail 2-1 " RS Spaceing Edge/Field � 4" O.C./6" O.C. J 14 UAL JIAt=) V L4;,0/C L)N urr. biun ' 14. DOUBLE TOP PLATES " E)SOO SF = +L O.0 -1 O.0 I 500 SF l ®.® / - 10.0 2 -2od COMMON (4 xO.1921 / 3 - 3"xO.131" NAILS FACE NAIL 0 ENDS AND AT EACH SPLICE 3 - 3 14 GAGE STAPLES. " ...Garage Door (' . 2'-®°' from corner) REVIEWED FOF Towel" 3 - 16d COMMON (3u"xo.1s2°) J 9'x7' +22.6 -25.6 K 16'x7' +10.0 -24.1 i s DE COMPLI 15. JOIST TO BAND JOIST 4 - 3"xO.131" NAILS FACE NAIL sr. AN Y 4 - 3" 14 GAGE STAPLES TO 1" 1Odd OR -8cP FILE ` COP ° - wl>el SINGLE FLOOR (COMBINATION %" AND LESS it#S ;. a r r. ,, , . f. CORROSION -RESISTANT SIDING (6D-i;j'xD.1D6";8d 2%"W.1261 OR CASING (6D2'xO.D99',8d 2 X'xO.1131 NAIL SUBFLOOR-UNDERLAYM ENT TO FRAMING) �" TO 1" 8cp g. FASTENERS SPACED 3" o/c AT EXTERIOR EDGES AND 6' o/c AT INTERMEDIATE SUPPORTS WHEN USED AS STRUCTURAL - �d ry.e W TO 1Y" 1Odd OR, ,8c .. :;, ... L',:,:...... SHEATHING. 17. 29ga. STEEL SIDING (TO FRAMING) Y OR LESS 6d1 NAILS 6 o/c IN FIELD AND 3 o/c 8dc ALONG ALL PANEL EDGES.. _ . ,e F G4bler XZ" Gable- Roof NO. 11 •GAGE ROOFING NAIL! Robf (0:� r 18. FIBERBOARD SHEATHING 6d COMMON NAIL (2"x0.113'� NO 16 GAGE STAPLE~ El, InWor Zort NO. 11 GAGE ROOFING NAILh - T' '' R1_12-07-2M Nw �ww 6+ Z >LL I L" Ct � 'j mi � 4 Ld t7 [] El LC I _j w w J � M Ez.Wib�� aQNaIU LL < N LL u� 0 � cn M o LL W X U) tf LL T- W W LJJ 0 < 2i U C O _0 CD °� co z "' o ZW 't U �Ui t7� z Z Q<` wit w N :1 �m pW p w m Z L9 0 Z di' 0 Z U - U 0 U 0 w [] p� U 4 wN U� � U33 a� DATE SCALE DRAWN I JOB - 5406Deleon SHEET OF SHEETSI SECTIONR304 MINIMUM ROOM AREAS R304.1 Minimum area. 1208.3 Room area. Habitable rooms shall have a floor area of not less Every dwelling unit shall have at least one room that shall have not less than 120 square feet of net than 70 square feet (6.5 m2). floor area. Other habitable rooms shall have a net floor area of not less than 70 square f et. Exception: Kitchens are not required to be of aminimum floor area. Exception: Kitchens. R304.2Minimum dimensions: Habitable rooms shall be not less than 7 feet (2134 SECTIONR807 ATTIC ACCESS mm) in any horizontal dimension. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 Exception: Kitchens. inches (762 mm) or greater over an area of not less than 30 square feet (2.8 m2). DOOR Product Approval Submittal 22513.6 Wood -edge Steel Side -Hinged Door Unit 6-13" Opaque I/S or O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside FL22513 R3 C CAC NI013747-R2.pdf HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure:+70/-70 06/30/2025 Other: Evaluated for use in locations adhering to thdTlorida Installation Instructions Building Code, including the High Velocity Hurricane Zone, and FL22513 R3 II FL0211:1)df where pressure requirements do not exceed the design pressures Verified By: National Accreditation & Management Institute Created listed. T-0" x 6-8" max nominal size. When impact resistance is by Independent Third Party: required, hurricane protective system not required. See DWG -MA- Evaluation Reports FL0211 for details. FL22513 R3 AE 514010B.pdf Created by Independent Third Party: Yes The vertical height shall be measured from the top of the telling framing members to the underside of the roof framing members. R304.3Height effect on room area, Portions Of a room with a sloping ceiling measuring The rough -framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be locatE d in a hallway or less than 5 feet (1524 mm) or a furred ceiling other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling minimum unobstructed headroom in the attic spa e shall be 30 inches Measuring less than 7 feet (2134 mm) from the (762 mm) at some point above the access measured vertically from the bottom of telling framing members. See Section M1305.1.3 for finished floor to the finished ceiling shall not be access requirements where mechanical equipment is located in attics. considered as contributing to the minimum required habitable area for that room. SECTIONR311 MEANS OF EGRESS R311.1 Means of egress. Dwellings shall be provided with a means of egress in accordance with this section. The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the required egress door without requiring travel through a garage. The required egress door shall open directly into a public way or to a yard or court that opens to a public way. R311.2E9 ress door. one egress d unit, T egress door shall be side-hin ed and shall provide a clear width of not less than 32 inches 813 mm where measured between the face of the door and the Not less than g door shall be provided for each dwelling u t. he eg g p ( ) stop, with the door open 90 degrees (157 rad). The clear height of the door opening shall be not less than 78 inches (1981 mm) in height measured from the top of the threshold to the bottom Of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily operable from inside the dwelling without the use of key or special knowledge or effort. Exception:; Buildings that are 400 square feet or less and that are intended for use in conjunction with one -and two-family residences are not subject to the door height and width requirements f this code. R311,3Floorsand landings atexteriordoors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall be not less than the door served. Every landing shall have a dimension of not less than 36 in hes (914 mm) measured in the direction of travel. The slope at exterior landings shall not exceed 1/4 unit vertical in 12 units horizontal (2 percent). Exception: Exterior balconies less than 60 square feet (5.6 rri2) and only accessible from a door are permitted to have a landing less than 36 inches (914 mm) measured in the direction of travel R311.3:1'Floor elevations at the required egress doors. Landings or finished floors at the required egress door shall be not more than 1112 inches (38 mm) lower than the top of the threshold. Exception: The landing or floor on the exterior side shall be not more than 7314 inches (196mm) below the top of the threshold. Where exterior landings or floors serving the required egress door are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a staff way in accordance with Section R311.7. SECTION R806 ROOF VENTILATION R806.1Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openln s protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6' mm) minlmumand 114 inch (6.4 mm) maximum. Ventilation openings having a least dimen BIG larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inc (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of Section R802:7. Required ventilation openings shall open directly 11 to the outside air. R808.2Minimum vent area. The minimum net free ventilating area shall be 1 /150 of the area of the vented space. - Exception The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions afe met: 1.InClimate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2.Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the locatio of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. R806.3Vent and insulation clearance. - Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a I4nch (25 mm) space shall be provided between the insulation and the roof sheathing and at the location of the vent. e, R806.41nstallation and weather protection. Ventilators shall be installed in accordance with manufacturer's instructions. Installation of ventilators in roof systems shall be in accordance with the requirements of Section R903 Installatio of vehtilators in wall ' systems shall be in accordance with the requirements of Section R703.1. Window Product Approval Submitt al 14911.5 V1 Series/70 Series (2127) Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside FL14911 R12 'II SWIDOSO SS 2020-10-23.1)df HVHZ: Yes Impact Resistant: Yes Verified By: Hemles..F. Norero, P.E. Florida P.E. 73778 Created by Design Pressure: N/A Independent Third Party: Yes Other: See Installation Instructions and Product Evaluation Report Evaluation Reports for allowable design pressures, sizes, installation requirements and FL14911 'R12 AE PER7263 SS 2020-10-21.1)df limits of use. Created by Independent Third Party: Yes MAX OVERALL SIZE DESIGN WIDTH HEIGHT CONFIG. PRESSURE MISSILE IMPACT RATING 52" 73" 0/x. , +55 / -60 PSF LMI/SMI ANCHORSCHEDIAE METHOD SUBSTRATE ANCHORSCHEDULE MIN EM BEDM ENT MIN. EDGE DISTANCE WOOD:M IN. SG=0,55 #8WOODSCREWPAN HEAD 15" 0.75" NAILINGFIN M ETAL: 18 GAUGE Steel, #STEKSCREW 3THREADSMIN - MIN.Fy=33KSI PENETRATION B EYOND 0S0" METAL #'ID PAN HEAD IN EXTERIOR CHANNEL 15" 0.75" WOOD:M IN, SG=0.55.#10 FLATHEAD IN THE t5" 0.75" INTERIOR CHANNEL M ETAL:'e GAUGE Steel, #10 PAN HEAD IN 3THREADS MIN MIN.Fy=33KSI EXTERIOR CHANNEL PENETRATION BEYOND 0.50" METAL THROUGH FRAME #'0 FLATHEAD IN THE 3THREADSMIN ' INTERIOR CHANNEL PENETRATION BEYOND 0.50" .METAL 3/16". rMTAPCON CONCRETE: rc=3000P51. FLATHEAD 125" 1.75" MASONRY:CMUper 31'6"IF6MTAPCON 125" 1.75" ASTM C80 MIN. 2000 FLAT READ PSI ELEVATION 21.50 FEET (NAVD 88) I AT ACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY R BERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #1b WOOD SCREWS OR 1 / 4" TAPCONS. A PHYSICALSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/ 4": 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NOA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1 / 4". 130'-0" RM LOT 9 7 I � I PROPOSED 1 STORY WOOD FRAME RESIDENCE ON 'PONC. FOUNDATION PROPOSED F.F.E. 23.60 FEET ------ I--------------------- ------------ WATER WE L 1 0T 8 16'-0" I R>s;p„ I ' 1 I REV EWED 9! FOR a '� ',�. aN: PLId-�NC U 0Vc I I I ------ ------------------------------------ -- 0 0 1 o I DRIVEWAY o ---- ------------------------------- ------ WK I mC7 I i pPY CD 1 F1O C ® SETBACK LINE CD I SEPTIC SYSTEM I SIZE TBD I I I SEPTIC TANK N - - + IL - - - - J - - PROPERTY LINE LOT 5 PLOT PLAN SP SCALE: 3/16 = V-0" A/R:N/A REVISIONS: BY Rt 12-07-2020 FIT d' LnModels it W °- Z "y 0s 3 d' Ifl WHO® >- U) ~Lr1 I MN I�UWVI.0 W iiiiiiii to ri I- t- M _JZEa LL r4 U LIN W LL LO 0 (n M O L U C] � x Cfl LL r L.LJ N > Q G G a C ° CD Z It 0 F J LL In ZW ❑ ❑ U I C7 U [9 < I` Ld W N En pW 0 11 0 ZC7 0 ` 1 OZ L1 0 U w U_ 0LL 0 W WN U L1 1 U 0-� 3 LL m A DATE 02-11-21 SCALE DRAWN .JOB 5406Deleon SHEET i)F SHEETS ABS PIER CAP PLATES S CTIONR403 REVISIONS BY 1 in. x 8 in. x 16 in. Pier Cap Part ID: 59661 FOOTINGS 2 in. x 8 in. x 16 in. Pier Cap Part ID: 59662 R4baiGeneral. R1_12-07-2020 RT ti All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crushed 4 in. x 6 in" x 1 in. Shims Part ID: 59663 st ne footings, wood foundations, or other approved structural 'systems which shall be of sufficient design to Capacity: 8,000 lb- Single Black Pier accommodate all loads according to Section R301 and to transmit the resulting loads to the soil within the li itations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils 16,000 lb. Double Block Fier Rated. � or engineered fill. Concrete footing shall, be designed and constructed in accordance with the provisions of Tie Down Cap Plates can be used in conjunction with other Section R403 or in accordance with ACI 332. approved products. Blocks must be installed open cells up. Single Pier Plate StackR408AAccess. 1. Install approved pier footings per manufacturer's instructions or Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 p g g State or local guidelines. (ABS Pad, Concrete, Wood, ETC.) 2. Place $x$x1£ concrete block on footing, making sure to � °�� - '� � inches by 24 inches (457 mm by 610 mm). Openings through a perimeter waif shall be not less than 16 inches by '-Z center block under the Beam in the proper direction and build - Ie�s than 16 inches by 24 inches (407 mm by 610 mm) shall be provided. The bottom of the areaway shall be r� It [+y pier to -re required height. �- p q g blow the threshold of the access opening. Through wall access openings shall not be located under a door to u N W Q1' 3. Check size of gap between the top of pier and Beam to°�� , f Z a determine number/size of cap plate(s) needed Minimum of a° y th residence. See Section M1305.1.4 for access requirements where mechanical equipment is located under floors. �} In 2 cap plate. _ (P Z W co 4. Mace 59602 (2") ABS Cap Plate (smooth side up) or other �� N I— M L` J " approved' cap plate an top of Block making sure to leave less H than 1" clearance between top of pier and bottom of beam. "rb W Plates can be double stacked using either 2 of the 2" or a 2" & i /_ _J p 1 in combinaticombination-n. Table 1: Pro Leq of roved Ground Anchors; — H _ ,. _ iJD Approved 5. Fill any gaps less than 1" between the top of pier cap plate and ` ' r I Q W N beam using nominal 1" x 4" x 6" shims in pairs. Try Tie Down # k ' " :" : • g' IM71 .' y,fit r j�j W W'tQ .� .:: z f..r - ... ,, i59603 ABS shims, or equivalent approved product- o�� 4s 0 a , t'i5200�Piers used for perimeter support must tie installed with long -1 .1 dimension parallel to the perimeter rail W W J m Pad Bearing Capacity LINE OF STRUCTURE 0 m Ul 4X6 WOOD SKID BEAM ABOVE 32 PIERS W/ANCHORING STRAPS &HELIX EARTH ANCHOR J o*��In ABS Pad Square Part 1000 lbs. 1500 Iba 2000 lbs. 30001bs Feetlinches Number Soil Soil Soil Soil (3 J - 0 17 in. x 25 in. 59302 3,000 lbs. 4,500 lbs. 6,000 lbs. N/A 0 U'. 0, 3 sq. ft. (432 sq. in.) J Z a) (y < 0 N - --- --- --- -- — —------------- - #----- ----...- - - _._.._- --- -- - — 1 r - - — — U LN I� � R (3)I � W *... , R � co O LL 0 k w ., a.. - n... ir^ i i p O t f.r i R Er ,,y tl t k i ` ° i `... '='v I t " 4 A .} k, '> • . R' co aw LO Tie Down Engineering 59135N Slotted Bolt and Nut - 0 s Tie Down Engineering 59085 LO Helix Earth Anchor 3/4 D x 48 Lx (1) 6 Helix; Class 3 _J 2 2 LL __-- — Z U . F � U Z i t7 _ z Q tl❑ N v � a, .g. W W in a.. _— —. w., —' N^'•; . n I fir:, �,, ^,, I Jill'VtEWED -- Wz Z 00 -- - - - --- - - — — — — — --- --- - - s -- I ❑ 13 w I Z U 0 ❑ I 13 y, 9 U _ 4 GALV AUGER QQ a ANCHORS TYP �g UR 3 O_ (3) 8"X8"X18" CELL IL BLOCKS TYP 0) 17.5 X 25.5 ABS PAD fez TYP m 1 � — i rz LL �G+ i — i I ! X I I i DATE SCALE 5'-0" 5'-011 5'-0 51-0" 5'-0" 5'-0" 5'-0" DRAWN , I .JOB 5406Deleon FOUNDATION PLAN SHEET F1 SCALE: 3/4" = V-0" A/R:N/A OF SHEETS FLOOR JOIST 4x6 P.T. SKID j- 6'-0' LONG 20 SPLICE BLOCK 3' EA. SIDE OF SPLICE ON EA. SIDE OF SKID FASTENED w/ 16d NAILS 4' o/c STAGGERED TOP & BOTTOM BLDG. SKID A ISOMETRIC DETAIL 20 - 2. -o . H2,5A PLACED DICONALLY FROM Ek OTHER STUD WALL SOLE PLATE 1'-0' 4X6 WOOD SKID BEAM NOTCHED 1" DEEP @ 2X6 JOISTS @ 16" O.C. FAnH Fi nnR.inicT TYP PRE-ENGINEERED TRUSSES I DOUBLE TOP PLATE FLOOR JOIST P.T. PLYWOOD DECKING @)amLQmL- 4x6 PT. SKID W FOR OUN t: i to o� v iNI W )E COWILIAN LUCIE BQ FI OOR JOIST AND SKID BEAM LAYOUT SCALE: 3/4" = l'-0" A/R:N/A REVISIONS BY R1_12 07-2020 RT ,^ W r d Y,,{.®, �Y .J. Z - 0) r E'Q W F Cmo Zv' -JC� El a�; aW w �vXC, LL in 0 WWJF'm ITt WWT1 o - 0 03 arj �a U LL a ai r4 ; w LL L0 m '�' VnJ co c-> O LL Z U _ i O J X (s CO Z LL r � N L1J cr Q LL c 0 N z i i W U1 ZW U O U �d1 17U E9 Z Q<` W > 0� W L7 W W o� W Ln �- o_o �It O U U w FZ U4 a LN as ° W a� LL 0 DATE SCALE DRAWN JOB 54061)e1e®vR SHEET ;; 4 OF S� ETA 20 STUD (YP.) (2) 20 OR (1) 2x6 P.T. S.Y.P. 12 RIM JOIST w/ 0.131'008 GUN NAILS 0 6' o/c STAGGERED. MEMBERS SIZES BASED ON BUILDING WIDTHS. SEE 1& 2/A-1 FOR MEMBER SIZES (1) 2x FLOOR JOIST w/ NAILS 0 6' o/c INTO BRIDGING & TOE —NAILED TO SKID CONT. 2x4 HORIZONTAL BRIDGING EA END w/ (5)0.13100' NAILS INTO SKID 46 P.T. SKID rA 20.6/-27.4 —.�-- A ° 36' OSB OR PLYWOOD MN FASTENED w/ 8D COMMO 6' o/c IN FIELD P.T. PLYWOOD DECKING FLOOR JOIST IN If* NOTCHES w/ (3) 0.1310' TOE NAILS 20 SAID (TYP.) EA SIDE OF JOIST INTO SKID 1x4 P.T. FASCIA END WALL CONT. BOTTOM PLATE ° P.T. PLYWOOD SOFFIT OR 10 SOFFIT w/ (2) 0.1310x2' GUN FLOOR JOIST NAILS INTO EA. TRUSS 0 24' o/c 2x4 WALL STUDS MR) SIDE WALL RIM JOIST DETAIL hm SEE FASTENING SCHEDULE FOR ALL FASTENING NOT NOTED ON THIS SHEET. 20.6/-22.3 1. lYn' T1-11 SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS 0 6' o/c CORNER IN FIELD AND 30 o/c ALONG ALL PANEL EDGES. B CONNECTION DETAIL @)WALL TO RIM JOIST 20.6/-22.3 1 � REAR ELEV 002SCALE: 1/2" = l'-0" A/R:N/A 2_� FRONT ELEV 002,) SCALE: 1/2" = l'—O" A/R:N/A CRAWLSPACE COMPOSITION: ALUMINUM SKIRT SYSTEM NON -INSULATED -VENTED (THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EVERY 150 SQUARE FEET (14 M2) OF UNDER -FLOOR SPACE AREA, UNLESSTHE GROUND SURFACE IS COVERED BY CLASS 1 VAPOR RETARDER MATERIAL.) (ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING.) EXPOSED EARTH NO VAPOR RETARDER / NON -INSULATED 29 GAUGE METAL ROOF PANEL INSTALLED PER MANUFACTURERS INSTILLATION INSTRUCTIONS OVER SHEATHING. W FITCH 2'x4'x.036' TRUSS PLATE (1) 6' SIMPSON TRUSS SCREW TOP R @)mwmQuaL -- ALUMINUM SKIRT NOT SHOWN FOR CLARITY 11 SIDING 640 SQFT UNDER AIR: ROOF COMPOSITION: METAL_ ROOF APPROVED UNDERLAYMENT 518" CDX ROOF SHEATHING PRE-ENGINEERED ROOF TRUSS SYSTEM VENTED ROOF DECK CEILING COMPOSITION: R-30 FIBERGLASS INSULATION 1/2" GYP BOARD CEILINGS WALL COMPOSITION: T1-11 SIDING CDX WALL SHEATHING R-13 FIBERGLASS INSULATION W/ CRAFT FACE 2X4 WOOD FRAME WALLS 1/2" GYP INT. WALLS FLOOR COMPOSITION: 3/4" PLYWOOD SUB -FLOORS R-19 INSULATION IN FLOOR JOISTS TYVEK VAPOR BARRIER ATTACHED TO THE UNDERSIDE OF 2X10 FLOOR JOISTS -3 _� LEFT ELEV 002 SCALE: 1/2" = l'—O" A/R:N/A -41 RIGHT ELEV 002) SCALE: 1/2" = l'—O" A/R:N/A Hy REVISIONS BY R1_12-07-2020 RT LLJ In � P7 Ln w 01 vt titi Z ^ (P D ® N 1tT W EJ _ Lj � J LO X <w WLd rqj T1 e W W �WmUIa] W J {- IX n I,) v Lim N LL zai h U Li LLLL 0 j cl) � M O LJi_ ai U Q � 0- CO IL T LLJ � Q 0 0 2 � Z 0 F— rI- u') W ❑ J 2 lL ❑ Z W OLl C] 0 U Lo Z d�` Ul > Wa U] W F N Ul� pW Z U W m `3 9 OZ o U 0 U W U_ O U [] d WN U� L\ U aLL Ua 3 ❑ tom. w w El > ID W C7 Q 0� DATE SCALE DRAWN JOB 5406Deleon SHEET 002 OF SHEETS .. ,.. .; - ' CODES: SDWC15600: IAPMO UES 1_i1 262 Rafter to Top Plate shown Truss to Top Plate similar Rafter to Top Plate shown N " (Truss to Top Plate similar 01 Optimal 2Z�' ptimol 222 * 10• 0` 10° 0' F� 30' 30° a s a 3a X"Min Rafter or Truss Lf ®®0�sa minimum n 3" edge distance Do not install SDWC in for full values Splice may be ( 3" hatched area ( with or without in upper or ` a plate splice) lower plate SDWC15600 „Max SDWC15600 IIn SDWC15600 SDWC15600 s+ Overhang 1�/a" ax Offset Ya" from _--•� 3�h" min top plate splice for full values SDWC15600 n: k SDWC15600 Note: 1. Sloped -roof rafters may be sloped up to an "birdsmouth" including a 12:12 pitch may and must be cut. Note: Sloped -roof rafters be sloped up to and including a 12:12 pitch 2. Reference detail 4 for installation instructions. Note: Reference detail 2a for installation angle limit and must be birdsmouth" cut. 1 SINGLE SDWC ROOF TO WALL OR BEAM INSTALLTION 1 a SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATTON RANGE 2 OPT. SDJaC INSTALLAl10N — TRI�S�RAFTER OFFSET FROM STUD 2a OPT. SDWC INSTALLATION RANGE 3 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE ®mm®m®•®•• 4-14' 4-14' Optimal Optimal 22V 22J¢' •:•'•S•' diMETAL INSTALLATION GUIDE TOOL = 16' 16' 30' 39 o O (2) SDWC15600 INSTALLATION e e TT 10 k e 0 0 0 0 3 GUIDE CHANNEL e o o e e e o o 0 Truss or -Truss or Truss or © Truss or Step 1 - Align the metal installation guide tool (included) with the truss or rafter, and drive the tip of the Strong -Drive SDWC to engage the threads. O rafter (2) O (Z rafter 1 (2) 3h" 1 2 rafter h (2) 0 (2)rafter �1h Y2"-�" s 20'-2 20'-25' Step 2 - While continuing to drive the SDWC, "drop" the fastener head into the guide 9 P 3'h" SDWC15600 overhang 9 overhang SDWC15600 max SDWC15600 - }�' fff"'" 1W channel to ensure optimal installation angle of 22.9. The installation angle range is ik2 , °-1' '-1' -Y4'W 3�1h" 3h' overhang �.- --•� 10'-30' (see detail 1a). Once the installation angle is established, the metal installation overhang 22Y' 22Y2' guide tool may be removed. I Optimal Optimal Step 3 - Drive the SDWC until the head of the fastener is fully countersunk into the double top plate. Verify that the entire shank of the fastener is installed into a wood Use metal installation guide included in screw kits for optimal 22.5 installation. To member. Both screws installed t6, Use metal installation guide included in screw kits for optimal 22,5' installation, predrill through truss plates, use a Ye" drill bit. 4 JSDWC INSTALLATION INSTRUCTIONS (ROOF TO -WALL) 5 - OUBLE SDWC INSTALL: CONFIGURATION A 6 DOUBLE SDWC INSTALL: CONFIGURATION B 7 DOUBLE SDWC INSTALL: CONFIGURATION C 8 DOUBLE SDWC INSTALL: CONFIGURATION D SDWC15600 at Optimal 22Y2° single/double bottom 10' 0' plate over wood floor (Wide face of stud) Bottom plate Single SDWC & multiple SDWC 30° Subfloor Y4"min %"min X"min �f �" -X"min connections per min �"mi 1" max 1" max 1 max 1" max stud information. � 2Y4„-23/4„ e> Pressure' RIM / Blockin SDWC15450 at y Ill 3"ty4 , joist 9 connections onl treated sill SDWC15600 at all T other connections. p 30 20' 0' R .4 Optimal 227T is SDWC15600 at Stud to Double Top Plates 4N, (Wide Face of Stud) SDWC15450 at Sill Plate Connecti n (1) SX � (2) SDWC SDWC (Maximumof2 SDWC per Finish: Black E- Coatr (Wide Face of Stud) SDWC15600 at I Wdouble top plate (3) side of stud) Note: Stud -to -double top plates shown. Stud-to-single/double bottom plates over LVI (Wide face of stud) (Wide Face of Stud) REVIV" wood floor similar. Note: Sill plate anchor to foundation not shown for cl rity. Note: Reference detail' 9 for installation angle limit Note: Stud -to -Bottom Plate shown. All other installations similar. 9 ISDWC STUD—TO—TOP/BOTTOM PLATES CONNECTION 10 JSDWC STUD —TO -SILL PLATE CONNECTION 1 1 SX STUD —TO- -WIT. PLATE MNhECIION OAR WOOD FLOG 12 SDWC EDGE DISTANCE AND SPACING INFORMATION ST. LUG k III �I „ t Offset Y4" min. from I top plate splice for Y2" minimum edge distance Yt" minimum Optimal 22Yz I� full values for full values edge distance 30' 10° 0' for full values I 2Y4" 3„1 1 Splice 1 Splice _ Splice may be in F" PY lM �'+ upper or lower plate .' .,: •, .. OffsEty rrrn; irbfi 3"1 Y2" minimum a .' `'' A top plaiz•splce•fan Is distance , " ° ; fyll Yalups ' for full values Offset Y" min. from +stop for 30' 20' plate splice full values Minimum 22�' Ede Distance and Splice g P 30, 10• Optimal set Requirements. Minimum Edge Distance and Splice Optimal 2 Minimum Edge Distance and Splice Installation Angle Range ... f' Installation Angle Range Offset Requirements Installation Angle Range Offset Requirements II 13 NARROW' FACE OF STUD CONNECTIONS 14 NAR OW FACE OF STUD TO TOP R LATE INSTALLATION 15 NARROW FACE 'OF STUD TO BOTTOM PLATE INSTALLATION 16 FACE OF STUD TO SILL NARROW A L PLATE INSTALLATION REVISIONS BY R1 12-07-2020 PIT M " F1 EJ W� LinW T' lA Z 19 N NW[0Qr] ZINI U m 0 -1 F- a ti En 3 w VJ HaW-l` ra El 03 aD WWM 0ydiMU1 O d to 0. Z to dam N rLIS W w U) z LL F v7 Cl) "o LL O LJL W U Y ai w i= W or T_ cc r C0 Cr3 > z LU n- q o M +� L = co p � � Z Ld 0 U i0 L7 U L9 Z Q <` (n � In29 W' :1 - m W 0W 0 W a) m z� o o 00 OZ El U W U_ a r Q ❑ N 0 I<) @ W 0.� 313 W DATE SCALE DRAWN JOB 5406Deleon SHEET 003 OF SHEETS CLASSIC RIB SEE DETAIL 1 THIS SHEET 9" (TYP.) CLASSIC RIB r PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE ON THIS SHEET I I I II \ II MINIMUM ATTACHMENT- UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION 8d x 2.5 LONG RING SHANK NAIL GUIDELINES OR #8 x 2 LONG WOOD SCREWS MIN. 2X_ WOOD RAFTER/JOIST/ SPACED @ 6" O.C. IN THE FIELD TRUSS AT MAX. 2413 O.C. AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS FL 14645.8-R4 C2397-8 w: ­40.12020 Page"12 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Classic Rib Panel Description: 36"' wide coverage with (5) 3/4" high ribs Materials: Min. 26 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Corrosion resistant as per FBC; 2020 Section 1507.4.3. Deck Description: Min. 19/32" thick plywood or min. '/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum.) in the field and edges. Designed as per FBC 2020. Underlayment: Minimum underlayrnent as per FBC 2020 Section 1507.4.5.1. Substrate (optional): Min V x 4" No. 2 SYP wood purlins over min. 19/32" thick plywood deck fastened to supports at maximum 24" o.c. Wood purlins shall be fastened to wood rafters with (2) #9 x 3" long wood screws. The wood purlins will be spaced same as panel fastener spacing along panel length. The wood purliu, purhn to the rafter connection and rafters must be designed by others to the carry the load imposed on the panels and installed as per FBC 2020, Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1.507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 74.8 psf @ fastener spacing of 36" o.c. (Factor of Safety — 2) 92.3 psf @ fastener spacing of 24" o.c. 1.33.9 psf @ fastener spacing of 18" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. At panel ends @ 3.5"-5.5%3.5" o.c. across panel width At intermediate @ 9" o.c. across panel width with two fasteners at each sidelap. Sidelap Attachment: /4'-14 x 7/8" long SDS with washer @ 12" o.c. Recommended for (Optional) roof slope less than 3:12. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. SEE DETAIL 1 � THIS SHEET 36" . I I I UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: AS PER MANUFACTURER'S INSTALLATION 8d x 2.5 LONG RING SHANK NAIL GUIDELINES OR #8 x 2" LONG WOOD SCREWS SPACED @ 6" O.C. IN THE FIELD &! AT PLYWOOD EDGES r— A n T r— A l r— r-1 r1 A TT r- f1 A I A T r% A A 1 r- 1 r- K 1 r"l (" TYPICAL PANEL INSTALLATION X-SECTION 1/4 1) 14 X 7/8" TEK SCREW SPACED AT 12 , O.C. (OPTIONAL) — / I I PLYWOOD 19/32" THICK (MIN.) 1/4 — 14 X 7/8" TEK SCREW SPACED AT 12 0.0 (OPTIONAL) �I Ii PLYWOOD 19/32 5) THICK (MIN.) 1 3/433 - 1 3/437 ALLOWABLE UPLIFT PRESSURE 1 /4"-14 X 7/8" TEK SCREW SPACED AT 12„ O.C. (OPTIONAL) #9-16 OR #10-14 WOODSCRE S WITH SELF SEALING WASHER AT'I <= MAXIMUM SPACING OF 36'' O.C. CLASSIC RIB MIN 26 GA. FASTENER PRESSURE SPACING (PSF) (IN)' 36 74.8 24 92.3 REI 18 133. ST. I_ 'IEWED FOR COMPLIANCE CIE COUNTY BOCC GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0181 "). EFFECTIVE COVERINCF'ILE 1 WIDTH OF PANEL = 36" 3. PLYWOOD' THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS UNDERLAYMENT 1 9/32" THICK (MIN.) 4. SPEC REQUIRED TIED ON THIS DRAWING. DESIGN WIND LOADS SHALL BE DETERMINED' FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA J\ 'I BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM D ET /� I REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12. REVISIONS BY R1_12-07 2020 RT m EJ 0WCi #fir m �t w Wmmo� '> MN Z6, r 0 �Lj, _'` m WWJ v0 a'wmin a4�in �QNam ®zm LL aw ri W LL.= T LO C o - LL CZ O U ® Q Q o X LL T LU 0- > Q LL C O p o a� = DBE J � >- Z w i 2 L ZW o U �N L7U Z Qt` W N 9 w "� W 0 L, 01 Zo p Z � OZ U U W t] Q W N C3 LQj U a � LL DATE SCALE JOB 5406Deleon SHEET OF SHEETS -- 12'-06' 9' 4i3�s 14'-6%4" 7L 7 S 00 O -,."IPLOSET - M �ar l BE" MASTER P 1 BEDR r T LIVING/KI WHEN 0 ' REVIEWED FO CO PL'A BATH O OLUCIE Cov BO!cc i T 31-0" ' m L0�,TS �f 1 E cppv, 8 0" // 14'-6%2" Iol 51-0" 10'-0" 10 / / 40'-0" / L---------------------------- -------------------------------------------- / — — -- - — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — FLOOR PLAN 005 SCALE: 3/4" — l'-0" A/R:N/A REVISIONS BY R1 12-07-2020 RT �1 El ul W ^ p1 U lmzwt W II- i >�r ZU [rJ� O fir. J a 4 W I< U in fJ CF.1 fJ�. wWJrm CCwmi'rn IK m W S u- tj 0 U) � C7 O LJL Z O Q a) � J � X � i W o LL T- w J > C LL Q G 0 O T i L O I_ 2 LL N Z W O j ❑ U in 17 U C2 Z Q <` N > WIn W N w w F � N OZ 0 0 OZ U U w O� U Q 0, QQ @) ° EL U� 3 d 3 13!V LL a4 a N f ^ DATE DRAWN JOB 5406Dele0n SHEET OF SHEETS 640 5gft Under Air: REVISIONS BY Roof Composition. Metal Roof Ri_12-07-2020 RT Approved Underlayment 5t8" CDX Roof Sheathing Pre-engineered roof truss system Vented Roof Deck Ceiling Composition: `. R-30 Fiberglass insulation _ 1/2" Gyp board ceilings Wall Composition: 4� Ti-111 Siding i h2 CDX wall sheathing W 4t M R-13 Fiberglass insulation �l craft face to W > tP 2x4 Wood Frame waif � �� N 1l2" gyp int. walls N w IW- � Floor Composition: 3,14" Plywood Sub -floors Z F R-19 Insulation in Floor Joists ' ILL El -j ® J C Tyvek Vapor barrier attached to the underside of 2x l0 floor Joists ul �L3XW Ll Crawlspace Composition: Q�� P p Aluminum Shirt System Non -Insulated -Vented (The minimum net area of ventilation openings shaft not be less � 1 -i OD than 1 square toot fft.0929 m2) far every 150 square feet (14 m2) of under -floor space area; unless W W 03 the ground surface is covered by a Class 1 vapor retarder material.} (One such ventilating opening shatf be within 3 feet of each W 0] Wcl cornerof the building) h Exposed earth No vapor retarder J` Non -insulated j � -1 � � 03 _, En 0 0] ' U q h d m N 4 O„ , W .... LL 1T^ 4/ N C, AL 0 S E T 0 CD _j -+, �° W oN - J = m a _T } C , -1� CD MAST7­9 BE, t'w�' -` BEDRM _�- 1 0. n �/ (� L L REVIE FOP Z w ,n U Z Z QEn M L` �► ST. LU I t I w w w W W, w / pU p p o h u " �3 3x �� 25cfm ❑Z w Q 220V ELECTRIC RECEPTACLE (P ELECTRIC RECEPTACLE (�DDFI GFCI RECEPTACLE SWITCH WALL MOUNT LIGHT 411 HH 4" LED HI -HAT LIGHT CO SMOKE DETECTOR / C 0 OF VENT FAN �./ PENDANT LIGHT CONNECT SWITCHES/LIGHTS w c a G NEC Standard. Electrical Load Calculatii for Single Family Dwellings (Only for Service Ratings of 120/2 OV, 225 Amps Max) Owner: Lou Pisciotta Loc tiotr: 5406 Deleon AveFor€ Pierce, F Total Floor Area of Dwelling (NEC 220,12) 640 SQFT. Factor Quantity Volt Amperes (VA) "General Lighting" L General Lighting S FT X 3 VANS FT Table 220.1 3 X 640 se ft. 1920 2. Small Appian e Circuits (1500 VA per circuit) (NEC 220.52(A)) (minitnum 2) 1500 X 2 3000 3. Launchy Circuit (1500 VA per circuit) (NEC 220.52(B) 1$00 X 1 1500 4. Total General Lighting Load (Add lines 1, 2 & 3): 6420 5. First 3000 VA Co) 100%: 3000 6. Total General Lighting Load — 3000 — 3420 ) 35%= 1197 7. Net General Lighting Load (Per NEC 220.42) (Add ' es 5 & 6): 4197 *FIaed.A liances if insufficient space, use back): YES NO • Garbage Disposal 1127 • Badlrootn Fan 3 • Microwave 15 • Dishwasher • Other: Other: Total 1145 8. 3 or less Appliances, Total Appliance VA; 4 or snore Appliances, 75% of Total Appliance VA (N ^C 220.53): 1 l45 *Other Loads (including motors, EV charger(s), etc.) YES NO Nameplate Rating (VA) 9. Electra Range (8000VA or Nameplate)" 8000 10, HVAC 4416 11. Electric Oven 8540 12. Electric Dryer (5000 VA minimum)** 5000 13. Electric Vehicle Charger 14. Other: 16- • 282 Total Service Load Volt -Amperes (VA) (Add lines 7, 8 9 thru 16) = 31580 Total Service Load Volt -Amperes / 240-volts = 132 Amperes ***Service Rating (Amperes)= 150 BEDROOM SMOKE CARBONMONOXIDE LIGHT. (Arc Fault) DETECTOR C T 120 V. SWITCH LINE SIDE OF SWITCH SNATCH LEA J PHASE CONDUCTOR NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO AN ARC FAULT CIRCUIT. WITH BATTERY BACK—UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. Smoke detector Connection detail Oo LF. I \\ f I •� DR M I 1 I I p) #4/0 AL IN 2" GRS C METER PVC Nipple with (3) 4/0 AL OR 4/0-4/0-4/0-2/0 AL TYPE SE CABLE 0 120/240 Volt A/C Condenser EXH, 1 0 — 3W Disconnect Disconnect 150 AMP 42 Circ. with Main Breaker #4 Copper Wire Ground to Footing Steel Copper Water Pipe, and Ground Rod ELECTRICAL SERVICE 1 I M e \ 150 AMP BREAKER PANEL \ CC 60 1 \ - BATH CO 1 -- : M z< CLOSS�- - _ , I _ ELECTRICAL PLAN _ E1 SCALE: 3/4" — 1'-0" A/R:N/A � — \ fit ''g L. I I� REVISIONS BY R1_12-07-2020 FIT d In W rNow L1! ti aiW I-0j (nm . —1r�,, M �Lt J W!W W � U J 13 �I hJ W WMU)� J a 4u,am ❑01 LL W N LS 13 r I. ❑ - W 7 LL O U) � M C] LL U i O � 11 T (1) LLJ > Q 2 C OT � 1 � z I— 2 LL (n ZW ❑ ❑ N L90 0Z dI In w ❑.. :.— CO wl 0 w In 01 Z ZZ 0 ❑ ❑ ❑ 0 0Z U U w U_ 0 U o� @) U a� I a Es � DATE SCALE D RAW N JOB 5406Deleon SHEET E1 OF SHEETS L 2" M AL ROOF -------\\\ III( LAV (Laundry Standpipe) -- 2" 1-1/2" LS 3„ PRE-FAB WOOD TRUSS WC. (SEE ST UCT DWG) 211 INSULATION 2" 2" 31 �` 3n CEILING. K _TUB ^ 2 11 1-1/2 AAV 2" 3" CO ONE PIECE LEAD VENT STACK FLASHING ROOFING CEMENT AROUND FULL PERIMETER PLUMBING RISER DIA 3 ROOF VENT PENETRATION TO SEPTIC SYTEM P1 SCALE: 3/4" = 1'-0" A/R:N/A P1 SCALE: NTS A/R:N/A m N cld n'S E \ F\ Y '\ ya4/K'17 it r, PLUMBING DRAINAGE FIXTURE UNIT VALUES D.F. .(a) UNIT VALUE TYPE OF FIXTURE WATER CLOSET(1.6 GAL. FLUSH) 3 BATH TUB 2 LAVATORY 1 CLOTHES WASHER STANDPIPE 2 KITCHEN SINK 2 19 M yo 40' .0" 2 PLUMBING PLAN P1 SCALE: 3/4" = 1'—Q" A/R:N/A TANKLESS WATER HEA PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL. BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES (FBC-PLUMBING 2020). 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. WATER SERVICE PIPE SHALL CONFORM TO NSF6.1 AND MEET THE STANDARDS LISTED IN TABLE 605.4. ALL WATER SERVICE PIPE OR TUBING INSTALLED UNDERGROUND AND OUTSIDE OF THE STRUCTURE, SHALL HAVE A MINIMUM WORKING PRESSURE OF 160 PSI @ 73.4 F. WHERE WATER PRESSURE EXCEEDS 1 PSI, PIPING MATERIAL SHALL HAVE A MIN WORKING PRESSURE RATING EQUAL TO THE 60 S , MINIMUM WO G SSU HIGHEST AVAILABLE PRESSURE. PLASTIC AS FOR SERVICE PIPING SHALL TERMINATE WITHIN 5 FEET INSIDE THE POINT OF ENTRY INTO A BUILDING. CPVC PLASTIC PIPE SHALL BE SPACED WITH ONE OF THESE APPROVALS ASTM D2846, ASTM F441, ASTM 442 AND CSA B137.6 4 WATER DISTRIBUTIONPIPE SHALL CONFORM TO NSF6 1 AND MEET ONE OF THE STANDARDS LISTED IN TABLE 605.5. ALL HOT WATER DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSLSOIL WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 5. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 6. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHEREACCEPTABLEBY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 8. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. 9. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEXINSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/21, THICK ARMAFLEX INSULATION. 10. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 11. CONTRACTOR TO PROVIDE ANTI -SCALD VALVES AT ALL TUBS AND SHOWERS 12. CONTRACTOR SHALL INSTALL WATER HAMMER ARRESTORS AT ALL QUICK SHUT-OFF VALVES `\ BATH COLD WATER HOT WATER �7 77'�-- 5'-011 MAST? 1 ' REVIE1 COOIE C , ST. LUCIE C; 13® CLOSET rr G�£ o FI N WASHING MACHINE OUTLET BOX (LS) LAUNDRY STANDPIPE 10'-0" REVISIONS BY R1 12-07-2020 RT e - Z 1. 1! 1 w T ZILL to wN d .ru W F I '>�� r� Zv 1 mC� :ilk — LL J J wW W v 2 J 4 W Lyy[ tJ J 1- �W®ulCCf1 J Q J M Lo L3 I. a EL Ll r W LL U' M O LL Itt N i CO LL T (3) LU > Q 2 c O 0 z 0 i LL to ZW ❑ U In L7 U m Z Q t, Ul N W C7 U7 F W p W p 0 In LIl ZL9 p `50 17Z U p w El_F�o� 6 N 44 0Q U W a(\ ULY L DATE SCALE' DRAWN ,JOB 5406Deleon SHEET P1 OF SHEETS MtANS OF FUREE S R311.4 Vertical egress. Egress.froin habitable levels including R311.1 Means of el Iress. Dwellings shall be provided with a habitable attics and basementsnot provided with an egress R1_12-07 2020 RT - i means of egress in accordance with this section. The means door in accordance with Section- R311:2 shall be by a ramp in of egress shall proi ide a continuous and unobstructed path of accordance with Section R311.8 or' a stairway in accordance �Ip 7-3/ ' VAX!7-3/ MAX vertical and horizontal egress travel from all portions of the with Section R311:7. ; dwelling to the required egress door without requiring travel R311 5 Construction. through a garage. The required egress door shall open directly R311;5.1 Attachment. Exterior landings, Y e €ate o la dings, decks, balconies, into a public way or to a and or court that n facilities , P Y Y opens to a public ` , ;stairs and similar faciht1es shall be positively" s ; way. anchored to the 'rims ` a . ®,... p ry structure to resist both vertical and R311.2 Egress door. Not less than one egress door shall be lateral forces or shall be designto be self-supporting.- - - -;` provided for each dwelling unit. The egress door shall be Attachment shall notbe accomplis4od by use of toenailso side hinged, and s all provide a clear width of not less than nails subject to withdrawal. Z % 32 inches 813 min where measured ( ed between the face of the R311.6 Hallways. The width of a hallway, hall be not door and the stop, with the door open 90 degrees (1.57 red). than 3 feet 914 mm). The clear height of he door opening shall be not less than 78 R311:7 Stairways. CLOSET + inches (1981 mm) ill height measured from the to of the R311.7 1 Width. s = "t7 V OS ET P t Stairways shall be not less than 36 inches threshold to the bottom of the stop. Other doors shall not be (914 min) in clear width at all points above the permittedEX ': required to comply with these minimum dimensions. Egress handrail height and below the required headroom height. W '& 1_ i doors shall be readily openable from inside the dwelling without The clear width ofithe stairway at and below the handrail '"k. the use of a key or pecial knowledge or effort: height, including treads`andlandings, 4 in .' . 9 _ 9 shail be not less than ,(�.Z, W • Exception. Buildings that are 400 square feet or less and: 311/2 inches (787; trim) where a handrail is installed on one � •�, �, .,, ,., ., , that are intended fob use in conjunction with one- n " = j t o e and iwofamily side and 27 inches,(698 min) where handrails are provided J residences are not 'ubject to the door height and on both sides. 9 •U)-34 N width requirements of this code. Exception: The width -of spiral stairways shall be in " ° 01 N ar i- .» r R311.3 Floors and I tidings at exterior doors. There shall' accordance with Section R31.1:7.1(11. r be a landing or floor on each side of each exterior door. The R311.7.2 Headroom. -The, headroom in stairwa s Shall be • .1 N =° MASTER BEDIFIM width of each landing shall be not less than the door served. not less than 6,feet'8 inches (2032 mm) measured vertically i ' H Cr �: Every landing shall �ave a dimension of not less than 36 from the sloped line adjoining the tread nosing or .,.. inches (914 mm) measured in the direction of travel. The',from, he floor surface of the landing or platform on that -� .. slope at exterior Ian ings shall not exceed 1/4 unit vertical in portion ofithe stairway. W J -� . 12 units horizontal ( percent). Exceptions: M Wmtq Exception:' Exterior alconies less than 60 square feet (5.6 1. Where the nosings of treads at the side.of a High# m2) and only acces ed from a door are permitted to have a extend under the edge of a floor'opening through ``+ 0 U) landing less than 30 inches 914 min measured in the _ direction of travel. a` Q 0- L� . � y 0 U� R311.3.1 Floor elevations at the required egress doors. J CO ' Landings or finishe floors at the required egress door R311.7.s.3 Grlp-size, Requires handrails shall be of` 4 lL d Ot •; N �o shall be not more than 11 /2 inches (38 mm) lower than the one the following types or equtvaient grasp- � C, p�. a .. Exception: The land ng or floor on the exterior side 1, Type 1. Handrails with acircular cross seeuenshot l -� � have an outside diameter of not less= than I1/4 BATH shall be not more than 73/4 inches (196 mm) below theinches (32 mm) and not greater than 2 inches (51 top Of the threshold. mm). If the handrail is not cireular it shall have -a Where exterior landings or floors serving the required perimeter dimension of not less than 4 inches (102 " egress door are not at grade, they shall be provided with mm) and not greater than 61/4 inches (160 min) with a cross section of dimension of notmore than access to grade by eans of a ramp in accordance with 21/4 inches (57 rim). Edges shall have s radius of Section R311.8 or a stairway in accordance with Section not leas than o.01 inch (0.25 min). �. CLOSET R311.7. 2. T pe II. Handrails with a perimeter.=greater than ` c :, • • ..•- ISK R311.3.2 Floor elevations for other exterior doors. 6 /4 inches (160mm)shall have agraspable finger 5 " U):; recess area on both sides of the profile. The finger Doors other than therequired egress door shall be provided recess shall begin p 3 g d' g! within a distance of /4 inch (19 Z ... \XNwith landings or flo not more than 73/4 inches 196 min min) measured vertical) from the tartest on - c� ( ) y p� of the profile and achieve a- t' . ^tj ' below the top of the threshold. p depth of not less than Exception: I16 inch (8 min) vnthm /s inch (22 min) below - _ K A top Ian leg is not required where a stairway d Y the widest portion of the profile. This used <; , � _ P leg , , , . 'C ofn not 3 X O ore than two risers is located on the exterior depth shall continue for not less R408.2 Openings for under -floor ventilation. The minimum ¢ eP es than ✓s inch (10 0 ` ^ net area of ventilation openings shall be not less than 1 square Side Of the door. mm) to a level that is not less than 0/4 inches(45: r (D '4 ,U_ { q mm) below the tallest portion of the filer The foot (0.0929 m2) for each 150 square feet (14 m2) of underfloor R311.3.3 Storm and screen dOOCS. Storm and screen °; C width of fire handrail above a recess shall be not' 7-3 4, MAX area. One ventilation opening shall be within 3 feet 915 i -d / CRAWEL SPACE ACCESS POINT ( doors shall perm tted to swing over exterior stairs and; less than 1 / inches 3z min and not morethan min) of each corner of the building. Ventilation openings shall 3 1 ( ) Q MINIMUM OF 181N H 9landings. 2/4mches(70mm).Edgesahalthavearadruszsf -,.. H ,, C ES BY 24 INCHES be covered for their height and width with any of the following not less than 0.01 inch (0.25 min). fin, ': N , - materials provided that the least dimension of the covering A handrail may pro et t a = shall not exceed 1/4 inch (6.4 mm): maximum of 4-1/2"JInto the 1. Perforated sheet metal plates not less than 0.070 inch (1.8 required stay width. " , cfl mm) thick. Z 2. Expanded sheet metal plates not less than 0.047 inch (1.2 R311.7.5.1 Risers. The riser. height shall be not more % The rip able 4'-0" mm) thick, than 73/4 inches (196 mm) The riser shall be measured / 1-1/2" minimum perimeter 1 3. Cast-iron grill or grating. vertically between leading edges of the adjacent treads. -� dimension is 4" - v FLOOR ` PLAN 4. Extruded load -bearing brick vents. The greatest riser height w thin any flight of stairs shall minimum and not exceed the smallest b ore than 3/ inch 9.5 min Circular handrails not less 6-1/4" maxin)um,. „ 5. Hardware cloth of 0.035 inch (0:69 min) wire or heavier. y s ( )• I :.than 1-1l4' ,or more than 2" , 006 SC LE, 1 �2 _ 1 - 0 A R:N A 6. Corrosion -resistant wire mesh, with the least dimension Risers shall be vertical or Sloped from the underside of in diameter. ngle than 30 being 1 /8 inch 3.2 min thick. the nosings(0.51 be tread abev a an al. Opentmor are per- ( ) degrees 0 51 red from the vertical The non -circular _ •,.. Exception: The total area of ventilation openings shall be Ere ( ) Opel more are per- cross section is miffed provided that the o gs located more than30 2-114"maximum. permitted to be reduced to 1/1,500 of the under -floor area inches (762 min), as mean vertically, to the floor or Type I Handrails where the round surface is covered with an approved Class•- ; , -_ y,. ,� " 9 PP grade below do not permit a passage of a 4-inch-diem- 1 vapor retarder material and the required openings are eter (102 min) sphere. R311.7.8.3 placed to provide cross ventilation of the space. The installation 11 B R3 .7.5.2 Treads. The ad depth shall be not less f1 _J 11 of operable lowers shall not be prohibited. than 10 inches (254 min). Ibbe tread depth shall be mea- F L. R408.3 Unvented crawls ace. Ventilation openings in underfloor 1-1/4" minimum - ', Peared horizontally between the vertical planes of the to O O -a, _rt )jy , a - spaces specified in Sections R408.1 and R408.2 shall not foremost projection of adjacent treads and at a right 2-3/4" maximum Z W R U E In be required where the following items are provided: angle to the tread's leadii ed e. The Z 1 $8 8 greatest tread no sharp trJ Ll n 2 d t` . Exposed earth is covered with a continuous Class i vapor depth within any flight o stairs shall not exceed the Sand smooth, U ° t,.. r *� "t ;. • retarder. Joints of the vapor retarder shall overlap b 6 smallest by more than 3/ i ch (9.5 turn). comers � N u) N P aP Y s tiJ W W W inches (152 mm) and shall be sealed or taped. The edges 0 .: to a g ♦. PR311.7.5.3 Nosings. Nos gs at treads, landings and �, Q of the vapor retarder shall extend not less than 6 inches g 1-3/4 3/4 Z D . r. floors of stairways shall have a radius of curvature at Z p Z g (152 mm) up the stem wall and shall be attached and the nosing not ater than /16 inch (14 mm) or a bevel D, Z p sealed to the stem wall or insulation. not exceedin 2 inch 12 7 min . A nosing projection O Z p U U 2. One of the following is provided for the under -floor not less thaw/4 inch (l9 m) and not more than 11/4 " d t] N k.. 5/16 minimum "VIEWED FOR O L Q space: inches (32 mm) shall be provided on stairways. The . . fJ L1 - N °. • x' test eosin .' d` a . 2.1. Continuously operated mechanical exhaust ventilation greatest g projection hall not exceed the smallest �� �� - U L` at a rate equal to 1 cubic foot per minute nosing projection by mo a than /s inch (9.5 min) s, F 0:47 Us for each 50 square fee within a stairway. " _ . C C u - 3 a ( ) q t (4 7 m2) of 1 112 minimum : , 3 O N crawl space floor area, including an air pathway Exception: Anosing p jectionisnotreguiredwhere BOCC+ <L :` Y i+IT® ' ¢ g to the common area (such as a duct or transfer the tread depth is not leess than 11 inches (279 mm). r Type 11 Handrails grille), and perimeter walls insulated in accordance R311.7.5.4 Exterior plastic YP � y p �ic composite stair treads. a* "" with the Florida Building Code, Energy Plastic composite exterior stair treads shall comply R311.7.8.3 " «, Conservation. with the provisions d pr ons of this section and Section R507.2. (At handrails with a perimeter greater than 6-1/4 ., TI 2.2. Conditioned air sir R311.7.6 Landings for staff s s. There shall be floor supply sized to deliver at a rate gs y a oor equal to 1 cubic foot per minute (0.47 Us) for or landing at the top and lictorn of each stairway, The C - each 50 square feet (4.7 m2) of under -floor area, width perpendicular to the d` ection of travel shall be not li " ` c including a return air pathway to the common less than the width of the fli t served. Landings of shapes FILE CD W area (such as a duct or transfer grille), and perimeter other than square or rectangular shall be permitted pro walls insulated in accordance with the Florida vided that the depth at the walk line and the total area is r = s w' i3uitding Code, Ener Conservation. not less than that of a quarter circle with a radius equal to N W 4" s Energy the required landin width. Where Z 4"SPHERE to 2.3. Plenum in existing structures complying withg • re the stairway has a _ E t " Section M 1601.5 if under -floor straight run, the depth in the rection of travel shall be not _SHALLL5 A " tr t 1 a plenum. space is used as less than 36 inches (914 mm). - z -, �_ v ► ,i ., +s, �, ... 4 ° o NOT PASS : C r iti r"Y 2.4. Dehumidification sized to provide 70 pints 33 L Ezceptions: M of moisture removal per day for every 1,000 1. A floor or landing is of required at the to of an ° ° ° ° _ ° ' ° . r?q _ p O IX square feet 93 m2 of crawls ace floor area. interior flight of stairs, including stairs in an a R408:4 Access. Access shall be provided to all under -floor enclosed garage, provided that a door does not " DATE spaces. Access openings through the floor shall be a minimum swing over the stairs. 8 8 Z Figure A: ` ' of 18 inches by 24 inches (457 min by 610 min). Openings 2. See Section R3113 for exterior doors where a 2 z X6 PT JOISTS ,y g through a perimeter wall shall be not less than 16 inches by 24 s down is ovid . „ " Figure B: Figure step Pr SCALE Typical installation leavingtop, flange ont;acr@win through flange,, g e C; ,,_: ,, g =.:. , g g g s , � ,1VOt J51n bottom „ inches 407 min b 610 min .Where an portion � @16 O.C. � > � ,, • _ ° g tto tall, burying the anal a -minimum of 3 In she " : � ( Y ) Y P on of the " ° �t• skirtin must be a minimum of'2":above the` bottom O thetrim, g P Typlcal installation cutting off to flange. Skirting must be a R311.7.7 Stairway walking s riace. The walking surface b _ 11 M ( 9 f m, as ground. 9 P 9 9 through wall access is below grade, an areaway not less than o, of treads and landings of s aye shall be sloped not - 4.011TYP shown in illustration. Also shown, using bottom rail. minimum of 2- above the trim, as shown in illustration. Screw with 16 inches by 24 inches (407 mm by 610 mm) shall be provided. steeper e� - The bottom eP verticals 48mcheshonzontal(2-per- S-0 MAX DRAWN 03-21a-21�2� painted screws through the panels at mortar joints to hold panels b om of the areaway shall be below the threshold 0f the cent slope). secure)IT,access opening. Through wall access openings shall not be -_:.. , .. „ Y' located under a door to the residence. See Section M130b•1.4 Rss than one sHanide of Hands�'ts shall u provided se not a x � r � for access requirements where mechanical equipment ' located less than one side of each fli Ht with four or more risers. 2 STAIR to N M N G I N F ABA44Z (3) 2X12 PT ;PB 5406Deleon g INSLLATI :INSTRUCTIONS for REIL R CK SKIRTIN Pmentiai sled a i £ RECEIVED under floors. callyfromthesliopedplacedi!ail height, measured verh- 06 scai.E:t/z = t'_o' spar+/a OREt:,I. . ' "; '.ST(�tlslfERS:; . _„ R311.7.&1 He joining the tread nosing, or SHEET 2 SKIRT OPTIONS finish surface of ramp al shall be not less than 34 inches (864 mm) and not m re than 38 inches (965 mm). 06 state: Nis a/Rs+/a MAR 2 9 loll V Permitting Departme,, _ OF SHEETS