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Home My WebLink AboutBuilding PlansW 0i tY W F- 0 1443 A REVISIONS ABBREVIATIONS A.B. Anchor Boft Ftg. Footing Rec. Recessed DATE MARK DESCRIPTION Abv. Above FIX Fixed W. Refrigerator _ A/C Air -Conditioner A.F.F. Above Finished Floor Galv. Galvanized G.C. General Contractor Reqd. Required Rm. Room A.H.U. Air Handler Unit BF Bifold Door Bk Sh BookShelf G.F.M. Ground Fault Interrupter GT Girder Truss Rnd. Round S Rod and Shelf BLW Below Bm. Beam Hdr, Header Hgt. Height D or SD. Smoke Detector q Ft Square Ft. Bot. Bottom H.H. Hand Held GO Sliding Glass Door B.P. Bypass door HB Hose Bibb h. Shelves BRG. Bearing C Carpet HIS Hard Surface Fir. hwr. Shower CL Coach Light Int. Interior HT Sheet Cir. Circle KlWall Kneewall V. Side Lights Gg. Ceiling CJ Control Joint KS Knee Space Laun. Laundry P.F. Spruce Pine Fir q. Square Col. Column Lay. Lavatory Y.P. Southern Yellow Pine Comm. Community LL Lintel Length B Towel Bar Comp. Compressor D Dryer DB Door Bell LT Laundry Tub Mas. Masonry amp. Tempered hik'n. Thicken Dec. Decorative Max MaximumT.O.B. Top of Block Dbl. Double Dia. Diameter MC Medicine CabinetT.O.M. Wgr. Manufacturer Top of Masonry TO.P. Top of Plate Disp. Disposal Micro. Microwave TR Towel Ring Dist. Distance DMF Decorative Masonry Finish Min Minimum P Toilet Paper D.V. Diverter Valve (Plumbing) DV Dryer Vent (Fir. Pln.) ML Microlam Mir. Mirror rrans. Transom Window Typ. Typical DW Dishwasher Mono Monolithic J.C. Under Counter Ea. Each N.T.S. Not to Scale JCL Under Cabinet Lighting E.W. Each Way Opn'g. OpeningJ.N.O. Unless Noted Otherwise Elec. Electrical Elev. Elevation Opt. Optional Pc. Piece RG. Shower Valves art. Vertical Ext. Exterior Exp. Expansion Ped. Pedestal PH PHONE ITR or VTE Vent through Roof/Exterior P1 Washer FBC Florida Building Code PL Parallam / With FC Filled Cell PLF Pounds per linear foot PVC Water Closet Fin. Fir. Finished Floor PSF Pounds per square foot W.A. Wedge Anchor F.G. Fixed Glass PT Pressure Treated Wd Wood Fir. Floor Pwd. Powder Room WOW Window Fdn. Foundation F.O.M. Face Of Masonry PW Picture Window P.P. Pre -wire WM Wall Mounted WIP Water Proof R. Foot! Feet RA Return Air lRad, Radius WWMI1F Welded Wire Mesh/Fiber **NOTICE TO BUILDER & ALL SUB —CONTRACTORS** It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments Will be made in accordance to the terms of the agreement. GENERALNOTES 1. All exterior walls shall be assumed to be load bearing. See plans for load bearing wall requirements. 2. Window and door suppliers shall provide rough opening info which shall have precedence over the plan. 3. Cabinet Mfrs. shop drawings shall have precedence over the interior cabinet elevations shown. 4. Do not scale plans, dimensions are to be followed as noted. If plans are printed on 11 x1 7 then listed scale is 1/2 as noted. All glass located in hazardous locations shall comply with section R308 of the Florida Building Code 7th edition (2020). 5. Dryer vents to be placed behind the dryer location and the maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3. 6. If water based ceiling texture material is used, provide 1/2" gypsum board for 16" o.c. framing, or 5/8" gypsum board for 24" o.c. framing. note: 1/2" sag -resistant gypsum board may be used i.l.o. of 5/8" gypsum board. 7. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Doors between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. 8. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0,48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Other penetrations shell be protected as required by section R302.11. 9. The garage shall be separated from the dwelling as per the following: • From the Residence 8 Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. ad. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. ad. or equivalent applied to the interior side of exterior walls that are within this area. 12. Code references are summaries of code sections. See FBC-R (current edition) for complete code information. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and MaintenanCe: Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for instances that may occcur over the normal life of the home without proper maintenance. AREA TABULATION A FIRST FLOOR PLAN 1443 SQ. FT. LIVING TOTAL 1443 SO. FT, GARAGE 406 SQ. FT. ENTRY 31 SQ. FT. TOTAL AREA 1880 SQ. FT. INDEX DRAWING INDEX Sheet No. SHEET TITLE Sheet No. SHEET TITLE CS Cover Sheet 1.0 Foundation Plan 1.1 Foundation Details 2.0 Lintel Plan 3.0 Floor Plan 4.0 Elevations: front & left 4.1 Elevations: rear & right 5.0 Buildirl Section 6.0 Framing Plan 7.0 Interior Elevations 8.0 Electrical Plan SN Structural Notes D1 Details WP Waterproofing Details 2s 7) r the structural plans and spedAcacons contained within these drawings comply with the Z020 Florida Building Code - Residenlial 7th Edition. Engineers signature and owl Is only for the structure! engineering podbns offre drawing pages beadrp 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L _m Q N W N QLn U �M u Co J Co LI_ � N L M LL .LD T o O W N• r- a o N LL E 'it C) a z r N 00 d r- ILL c LL c a L a a 0 61203 CS ON I COVER SHEET a 0 0 a N 0 N M 0 T N W Ir Ir W 40--0" 2,_7" 17-5" — — — — — — — — — — — — — — — — 20'-0" x 10'-0" M03. CONC. PATIO SLAB I 1 1 I I +-CJ I �_ I I o W a. FND. 1.1 3'-0" w 6'-10" 3-4-3'-10" 5'-2" 3'-10" 4'-2" 5'-2" // 4'-4" - TYP. AT CORNERS -3 1/2"� j� iV ,. / FM15 I CHASE FM01 TYp, :: FOR A/C to I 1.1 1.1 U.N.O. I c // I 7-94-1e 2.-57 " L& I o :: �/ FM01 CO [ TYR U.N.O. 3 m I q IIII DW I wa L�JJJL---J :: // nim ■ zQ� SINK CJ ICJ :: CJ N I ■ _ _ _ _ - -� CHASE FOR I I 1 4'-28" ' ' %� 7'-6" 6'-58" I FM01 ISLAND II 1.1 II TYP PER I U.N.O. OPT. I I --r--- — ■ I 7'-6$' i L W. I I I ° /p i l iv i i \ / i I■ t �; s ac I 8'-0" / [+I/I l / / I Ilk j I 13660 F.� I: I 0 1rr 22 1-g / / i /SHOWER�I : I � CID 7 p o I 60 in 2'-0$' 2'-82" 2�-82r ::::: I -rCIJ - - - - — -- " ..-LL--- — --- ............ ............ ................ - —I .. ...... ■ - 1 I• +--_-__+-•-_--------- - --- 31/2" I I W. to ao I/� I ( W.C. I IFS to III II t* ji ij i o /i 19' a8" H.B. I jl III I • I ■ ■ I�--J r I. I ra .. FM12 .. I W W OO --..1...............::. o .................... r 1.1 FM2o I 5 LL z • I I• W 1.1 I W�F cc to I ::. FMO6 I : O TYP. I m0 v CID1.1 n �^ I mo¢ 04 OF ao I -31/2' I r FM02 I c " 1.1 IN Q I ■ - FM02 °o TYP. FM01 I W 1.1 I to a? 0111 I U.N.O.rn I 4 • • -7" Atl— oL---------- --� N " ■ ■ ■ ■ ■ ■ 5'-1" 5'-2" 15'-4" 5'-1" FM03 1.1 4r-8a 2'-0" 2'-0" c TERMITE SPECIFICATIONS: SECTION P318 PROTECTION AGAINST TERMITES GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN. 24" A.F.F. FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] FZ•0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" V-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 1 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/6X6 10/10 WWF, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FOUNDATION. TO BEAM W/ (1) #5 REBAR, GRADE 40 U.N.O., TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 5" EMBEDMENT W/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @ EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF) AND SEE PLAN FOR SPACING. 4 CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE MIN. 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 114 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET 1.1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. 10 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOUNDATION LEGEND L-- t - INDICATES SINGLE -STORY WALL FOUNDATION J,m - INDICATES TWO-STORY WALL FOUNDATION e - INDICATES CONCRETE PAD FOUNDATION ■ - INDICATES FILLED CELL WITH (GRADE 40) REBAR NOTE: PRIOR TO COMMENCING FOOTER VERIFY WASTE SYSTEM DRAIN LOCATION WITH PLUMBING CONTRACTOR. SEE DETAIL FM23/1.1 FOR MONO WALL FOUNDATION PENETRATIONS. Me structural plans and specifications contained within time drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 14 o a s m m O Nd. N IJt LL y q '�°'OLLaa ej M M W J J LL Z C, L LL O a s °9 z0 m rn ce A. N M Z 3 ID V °o❑❑❑ M LL no O N 3999 West First Street Sanford, FL 32771 (407)302-9871 %x(t V/ i fi'�4fr` r 4 F II LE COPY TO ELECTRIC,r t Q l SERVICE PANtf " N BURGUNDY GRC12 W UL467 HIGH STRENGTH GROUND ROD CLAMP r to OR EQUAL c L Y J FIN. GRADE a 4" REBAR LAP v n- • HORIZONTALLY MIN. 15" U • " STEEL WIRE TIE BAR M .(D 3" MIN, CONC. O 4;d' r` a COVER @REBAR z� o 0 0 N CONC, FOOTER E Li C m anLL ¢ TYP. CONC. ENCASED ELECTRODE SCALE:. N.T.S. ME n N 0 0 N CL ci W FOUNDATION PLAN SCALE: 1 /4" = V- 0" FOUNDATION N 0 N T `o T N W rr w_ F- U) SEE #5 CONT. @ zz a- x3�Wo Q W o QWQ ZNZ N a W r Q M Q h GRADE #5's VERTICAL DOWEL @ 48" O.C. 2 WITHIN FND. V MASONRY WALL, SEE 7� PLAN FOR REINFORCING. W. PROVIDE LOWER HOOKED DOWEL W.W.F. OR FIBERMESH REINF. AT PERIMETER WHERE THIS CONDITION OCCURS AT 6-0" FROM EDGE <� - a 6'-0" (2) #5's CONT. 16" MIN. WHEN GRADE CONDITIONS REQQUIRE, DEEP MONO MAY BE USED ILO STANDARD DEPTH. TIE DEEP MONO TO STANDARD MONO DEPTH WITH FM18/1.1 @ TRANSITION DEEP FOUNDATION OPTION SCALE: N.T.S. FRONT WALL OF GARAGE- 3-1/2" CONC. DRIVE W/ 1/2" EXP JOINTS 10' O.C. TYP. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE — SLAB RECESS FM09 AT OVERHEAD GARAGE DOOR SCALE: N.T.S. PROVIDE 13" WIDE RECESS @ GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ri(2)#5CONT. GRADE,SEE PLAN -I F.F e ;04 N Z as z 16 REINF. SEE PLAN F.F. _ _ a. -- ail yAi>�- 4 $e FM03 THICKENED EDGE STEP-DOWN REINF. SEE REINF. SEE PLAN .= 8" --� F.F. SCALE: N.T.S. PER PLAN PLAN_ _._ / VARIES REINF. REINF. SEE ° e - -x ° SEE PLAN _--PLAN F.F. ___--__ OG ° a ( e --X 7-. e (2)#5 REBAR ° (2) # 5 CONT. +�. (1) #5 REBAR 16" 8" .... CONT. EXTERIOR BEARING SCALE: N.T.S. 2x BRG. WALL. SEE FLOOR PLAN FOR MORE INFO REINF. SEE PLAN # 5 REBAR INT. BRG WALL (ALSOSHEARWALL) SCALE: N.T.S. FM02 SECTION @ GARAGE SCALE: N.T.S. 2x BRG. WALL. SEE FLOOR PLAN FOR MORE INFO STEP -SEE PLAN REINF. SEE PLAN (2) # 5 REBAR u ° FM1, STEP DOWN BRG. SCALE: N.T.S. Mo3. THICKENED EDGE SCALE: N.T.S. SEI REINF. SEE PLAN FM,2 STEP DOWN NON BRG. SCALE: N.T.S. ALT: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" #5 DOWEL(S) FOR MAS. COLUMN 4 #5 CONT REINF. (PER PLAN) FA e SEE FDN. FOR PROVIDE 1 1/2" RECESS O cn ° SEE PLAN a QUANTITY REINF. bo TYP. SEC. REINF. SEEP N 00 e #5 X 25" X 25"' SEE PLAN GRADE = 4. 4 CORNER BAR ONE F.F. = = - 2 #5 CONT. ° FOR EA. HORIZ. SEE PLAN REBAR, TYP. U.N.O. — g d z — SEE TY� G 2 #5 BENT BARS W1 4 #5 REBAR MAT SEC. a MIN. 25" LAP SPLICE #5 REBAR MAT SEE FDN. PLAN ° , SEE FDN. PLANFOR SPECS 16" I, 4 1/2" EXP. JOINT FOR SPEC VARIES ' MIN. (SEE PLAN) 90" STD. 2 #5 CONT. HOOK SL.GL.DR. SILL FM15 BEARING SCALE: N.T.S. TOP (2)- #5'S x 4-0" CENTERED AT PIPE PENETRATION 0 COLUMN PAD FTG. — MONO SCALE: N.T.S. —PLUMBING LINE TOP CENTERED AT PIPE PEN TRATION A PVC OR SCH40 SLEEVE 4 • PVC OR SCH40 SLEEVE PLUMBING LINE ou,o REINF. r _ I- a. (SEE PLAN) ° a —I `O ° • a �° 4 I '- A SEE FDN. I, RE14F. e a T-W! E FDN.PLA PIPE PERPENDICULAR TO FDN. IN m 4" PVC SLEEVE FOR SIZE & REINF. TOP (2)- #5'S x 4-0" PVC OR SEE FDN.P AN SCH40 SLEEVE FORSIZE &REINF. THRU FOOTING PIPE VERTICAL THRU FDN. PENETRATIONCENTEREDAT PLUMBING PLUMBNGLNE PIPE PERPENDICULAR -�\� e ° �° a� TO EXTERIOR FOOTING ----� _ DETAIL SEE FDN. FM23 TYPICAL FOUNDATION PENETRATIONS FOR SIZE & REINF. SCALE: N.T.S. SECT. "A —A" DETAIL FM18 TYPICAL STEP FOOTING SCALE: N.T.S. DETAIL FM19 TYP. CORNER BAR PLAN SCALE: N,T.S. FM06 EXT. DOOR SILL SCALE: N.T.S. MUDDED FUR. SLOPED TO W0#5CONT. N to FM14 SECTION @ SHOWER SCALE: N.T.S. W.W.F. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN r — e a ° W ° 'U r FM20 CONTROL JOINT DETAIL SCALE: N.T.S. LOCATION OF BARRIER TO BE P-0" 1N FRONT OF MECH. OR APP. WHEN REQUIRED MIN. 2-1/2" DIA. SCH. 40 STEEL PIPE W/ WELDED CAP FOR ELECTRIC WATER HEATER PROTECTION _.. _ OR- 4 MIN. 4" DIA. SCH. 40 STEEL PIPE FILLED W/ CONCRETE FOR GAS WATER HEATER PROTECTION --TOP OF SLAB o Z ,. F a o ? — 14" MIN. DIAMETER CONCRETE FOOTING FM24 PROF ECTION BARRIER DETAIL SCALE: N.T.S structural plans and spedficagons contalned With these Mingle comply Win the 2020 Florida Building Code - �Werdial 701 Editlon. Englwra signature and seal is only for sWcWrel engineering potions of the drmaing pages bearing hose/s signature and seal. 0 AmO w w m 0 go N ® r J RS LL wto " y, o N r'n fr $H 2 m wo o .e .. N m 1 II�a HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 U m .a' 0 Q W N > 0) Q 0) U r CM L o YO J m LL m O N 1v cM i 0 G C) T O L I� N Li E ' D_ E Zr— N r LL °c LL' E v a Ia Reference No. 21 14353 Sheet: 1 as FND. DTLS. PRECAST "U" OR POWER STEEL LINTEL(S) FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & LOCATIONS FOR REQ'D. CONT. LINTEL OVER MULTIPLE ADJACENT WINDOWS) 7\ HURRICANE ANCHORS TYPICAL SEE PLAN HOOK LINTEL REINFORCING INTO SIDE VERTICALS WHEN TOTAL OPENING WIDTH IS 6'-1 LARGER - PROVIDE STD. 90' HOOK W/ MIN. 25" LAP SPLICE ON EA. END PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR WHEN TOTAL OPENING IS 6'-0" OR LARGER - LINTEL BEAM: 1 COURSE LINTEL BLOCK w/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) - 1'.`.I 12" OR LESS W OWN SEE FOUNDATION PLAN FOR FOOTING REQUIREMENTS INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING WHEN TOTAL OPENING WIDTH IS W-(r OR LARGER GROUT TO BE FLUSH WITH TOP PROVIDE SCREEN WHEN OF WALL 10. BLOCK BELOW IS NOT H REQUIRED TO BE FILLED. Rep.) STANDARD 90 DEGREE HOOK -:,��, - ZW TYP. BOND BEAM 8" x 8" x 16" K.O. D.N LINTEL BLOCK w0 FILL W/ 3000 psi �• r -- " /nLL CONIC. W/(1)#5 DIA. REBAR PROVIDE 3'x3' HOLE I BOTTOM OF PRECAS' LINTEL TO EXTEND .Ii` :A= WALL REINF. THROU STD. 90 DEGREE AS REQ'D. : t° , I: , ANGLE 3000 psi CONC. W/(1)#5 EBAR BOTH SIDES )i -�,J.. DIA. REBAR DETAIL MS01 MASONRY WALL REINFORCEMENT SCALE: N.T.S. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN EARTH FILL, SEE PLAN - l� � ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. - FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 (GRADE 40) @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25"(ACI 530) TOP OF SLAB NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. SECTION MS02 TYPICAL SHEARWALL DETAIL SCALE: N.T.S. N O N M CD r N W D- X W 0 1n '•=,-=s,--=il';;� Ir. INDICATES FILLED CELL FROM I TO ..L•� , I'. BEAM w/(1)#5 BAR SEE FOUNDATII ..9.- L. �81,x8"x 16" CMU U.N.O. TYP. DOWEL .•.II •.�I.. 25" MIN LAP AC1530) IN PLAN POWERS STEEL LINTEL PowerBox Steel LINTEL CROSS SECTIONS ..9111 M v i O`Ica `' ,`ti•{ .`::fi :` •{. L-14 .All O L-16 ?:t DD O ddll °wig •ak�yw�.•rake. '�i.•-,ki: Y L-22 " LO " LO BALL LINTEL LENGTHS GREATER THAN 22'1 WILL REQUIRE (2)-#5 TOP OR (2)-#5 BARS TOP & BOTTOM GENERAL LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 (GRADE 40) REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD AND RECESS LINTELS TO HAVE MIN. 4" BEARING EA. END BASED ON MANUFACTURER SPECS. 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. NOTE: ALL LINTEL DIMENSIONS SHOWN ARE "OVERALL" LINTEL LENGTHS. GC TO VERIFY ALL LINTEL DIMENSIONS IN FIELD GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CAST-CRETE - FL158.1, QUALITY/PRO CRETE - F1_23932, LOTTS - FL17867.1, MARION MASONRY - FL12193.1(OCALA/GAINESVILLE ONLY) #5 REBAR AT TOP #5 REBAR AT TOP MIN.(1) REQUIRED MIN (1) REQUIRED = - N Q J (7 _ TOP KNOCK OUTI Q W ' J O W - CL LINTEL BLOCK S f COURSE TOPKNOCK (� QJ , J GROUT T z DUTI LINTEL a z O REBAR O BLOCK p0 - AT BOTTOM OF LINTEL co F COURSE W Q O CAVITY (Y i ADDADDITIONAL T Z BOTTOM ¢ J UNFILLED e (p REINFORCING W COURSE(S) AS PROVIDED REGG FOR LWTELS IN LINTEL = 3 REQUIRINGMORE THAN 16" IN DEPTH (VARIES) �f W t}l - 7-5/8" ACTUAL w au6-013/1T PRECAST > 8" NOMINAL WIDTH LINTEL. WHEN TYPICAL LINTEL DETAIL LINTEL IS TO BE SCALE= N.T.S. INSTALLED OVER DOOR USE 8RU6 #5 REBAR AT TOP BOTTOM REINFORCING F MIN. (2) REQUIRED PROVIDED IN = O LINTEL(VARIES) TOP KNOCK OUT/ Q w _ LINTEL BLOCK UNFILLED LINTEL DETAIL _ (V Q COURSE SCALE=N.T.S. L) J¢ " J GROUT Q r FRM B GROUT SOLID z O (2) #5 REBAR AT W BOTTOM OF CAVITY O LINTEL V ° z BOTTOM Q Ceft's °� REINFORCING PROVIDEDIN LINTEL BAR CONT. (VARIES) -5/8" ACTUAL 8F12-1B/1T 8" NOMINAL WIDTH Ov O "U" LINTEL DETAIL "V" LINTEL DETAIL SCALE=N.T.S. 31 A -N.T.S. MATERIALS GENERAL INSTALLATION NOTES 1. 1 precast lintels =3500 psi. 1, Provide full mortar head and bed joints. 2. fc prestressed lintels - 6000 psi. 2.. Shore filled lintels as required. 3. grouted per ASTM C476 fg=3000 psi w/ 3. Installation of lintel must comply with the architecta land/or structural drawings. maximum 3/8" aggregate and 8'to 11"slump. 4. U-1-mlele are manufactured with 5.1/2" long notches at the ends to accommodate 4. Concrete masonry units( CMU) per ASTM C90 wl vertical cell reinforcing and groufing. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed U360 vertical defleIXion, except lintels 17-4" and 5. Reber per ASTM A615 Grade 60longer with a nominal height of 8" meet or exceed U180. Prestressing strand per ASTM Ml6 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. 2701ow relaxation. 7. 7132- diameter wire stinups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A51 O. 8. Cast-implace concrete may be provided in composite lintel in lieu of concrete 7. Monar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No, 158A 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with vertical(gravity and uplfr) and honznntal(lateral) loads should he checked for combine loading with the following equation'. Applied vertical load Applied horizontal load / 10 + Safe vertical lead Safe lwriiontal load LINTEL DESIGNATION SCHEDULE LINTEL LINTEL MARK REQUIREMENTS MARK REQUIREMENTS F = FILLED WITH GROUT / U=UNFILLED R= O 8RFHB/lT O 8RF14.OB/lT RECESSED UANTITYOF #5 REBAR BOTTOF LINTELOCM AVITY HF16'113/IT 8F8.0B/1T 8F16.OB/1T O 8RF14-lB/1T O BF20-OBAT O 8F16-1B/1T O 8RF22.01]1/9T O 8F20-lB/1T O 8F24-0B/1T NOMINAL TOUANTITY OF WIDTH #5 REBAR AT 8RF22-1B/1T 8RF3048/lT 0 8F24-113/1T O 8F32-0B/1T TOP NOMINAL HEIGHT TYPE DESIGNATION O 8RF30.1B/lT O 8F28-16/1T O 8F32-1BAT O 8F40.1B/lT 0 "SEE DETAIL ABOVE (Li)8F16-28/2T O 8F8-1BI1T (V 8F121B/lT #5 REINF. BAR R 1 7/8" 10" #5 STD. 900 HOOK SCALE: 1"=V-0" Ae 20" MIN. LAP -#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE PC " MIN. LAP #6 REINFORCING BAR ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2x6 3/16"X3" 12"O.C. 2 2 x 8 3116" X 3" 12" O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. -TIE-BEAM CONCRETE LINTEL (2) 2X P.T. - BUCKS W/ 1/2" O.S.B. BETWEEN 9.6 LAP SPLICE FASTEN PT 2X NAILER " -IF DOUBLE 2X NAILER IS USED, TO MASONRY USE 1/4"1 TAPCONS. SEE OTHER DETAIL DETAIL NOTE FOR SPACING REQUIRED. MS05 REBAR SPLICE DETAIL *GRADE 40 U.N.O. MS11 2x BUCK TO MASONRY SCALE: N.T.S. SCALE: N.T.S. O 4'-6" LL 5'-10" LL w _" " O MIN. 17'-4" LL FILE LINTEL PLAN SCALE: 1/4" = 1'- 0" B e' O Le ,• f h is and specifications domain Within these with the 2020 Force Building Code - ill Engineers signature and seal Is only car iireering potions of iha drawing pages beating W N E O a{ # g�NLLLL sz n -a ..e,1 '), " m J -ay �n��LL y ba W d lit4. % M M W NJ 9 mLLii d (i J (' 91 � 3�0 ae_� oR �} x A CJ tll J of O N 0 Q (�mp r0�O'ind�q1at ' N Co Z V J N ° °t7O❑ z W G HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q 0) W N Q � c r�i L _j m 6 LL O_ N r U LL .N O o a z� N d r LL g.LL 03 FL Q 0 W LINTEL PLAN 0 0 T I O to o v 00 ED T 0 04 A O 25-SH HDR. @ 6'-8" EGRESS CUBIC VOLUME:11544 CU. FT. N c:) N M CD r 40'-0" 1 1 1 1 CONC.• SLAB /• D MEGRESS NOOK 1 III III � � r, ROOF G.T.zo MASTERBEDROOM ^ _ IE�0 = last s 7� u • 1 ��u = Miss* 266, - i 1 BEDROOM M ri � 4 7.0 I7i11C"4Ii�� p 1 i Ofeasse 1 rim I 1 ♦ I HS 1 1 i Me M MIN lei I� BEDROOM r � -•• i� - n M ®'Mw /•EGR � II. • ES . . �1��11�11�1�11113 1111111lIII11 03 C - 1 1 r 1 1 1 1 �1 1 A 5.0 O fV 0 O U W. W 0. Z ¢ LU OW 00 �oZ 7g =a� SCALE: 1/4" = 1'- 0" BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 1142 SYP W/ 7116" CONNECTION: PROVID112)USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTBEAM TOGETHER USING WOOD POST OR (2) US (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) -2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE 3Y2"x9Y4"GLULAM CONNECTION: PROVIDE (2) USP BM4 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL, U.N.O. ON ROOF PLAN 3 Yz" x 11 Y4" GLULAM CONNECTION: PROVIDE (2) USP BM5 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 3 Y2" x 16" GLULAM CONNECTION: PROVIDE (2) USP BM6 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN BM7 O 5 Yz" x 16" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTAl8 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 3 Yz" x 14" GLULAM CONNECTION: PROVIDE (2) USP BMB (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. FRONT PORCHES: ALUMINUM SOFFI I MATERIAL REAR PORCHES: TEXTURED PAINTI":D: 1/2" EXTERIOR GYPSUM SOFFIT BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH 2X BLOCKING PROVIDED AT PERIMETER. THE GYPSUM BOARD SHALL BE ATTACHED W/ TYPE "W" 1 114 " DRYWALL SCREWS @ 8" O.C. IN FIELD AND EDGES AREA TABULATION A FIRST FLOOR PLAN 1443 SQ. FT LIVING TOTAL 1443 SQ. FT GARAGE 406 SQ. FT ENTRY 31 SQ. FT TOTAL AREA 1880 SO. FT 5.25"X5.25" P.L. 1.8E j UPHD8 W/ 7/8" ATR & (24) C11 Fb=2400 (WOLMANIZED 1/4"X2-1/2" WS3 WOOD 8185 IF EXT. SCREWS NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEL CONNECTOR & FASTENERS. GENERAL COLUMN NOTES 1. SEE FUR. PUN. FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP#2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL K/SD-D MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 4. SEE WOOD CONSTRUCTION NOTE #4 ON SN SHEET FOR CORROSION INFORMATION 160 MPH OPENING PRESSURES C&C LOADING - ENCLOSED - EXPOSURE "B" - 23' MEAN ROOF HT. EFFECTIVE WIND INTERIOR WALL ZONE (4) EXTERIOR WALL ZONES (MORE THAN 4•FROM BLDG. AREAA�Q FT) R) CORNER) (4-FT. OR CLOSER TO BLDG. CORNS 0-19.99 O +27.7 PSF /-30.0 PSF +27.7 PSF/-37.0 PSF 20.49.99 +26.4 PSF /-28.0 PSF ® +26.4 PSF /-34.0 PSF 50-99.99 O +24.7 PSF /-27.0 PSF © +24.7 PSF/-31.0 PSF SOFFITS (END ZONE) + 27.7 PSF / - 37.0 PSF GARAGE DOORS �_OJ + 24.3 PSF / - 27.5 PSF WALL TYPES LEGEND �8F- T•]d1i� I I I I I I I I I I I 11 8" CMU @&-1 1/8" A.F.F./ Furring, Insul., and D.W. NOT USED FRAMING Standard 2x4 Framing - Wood or Steel Standard 2x6 Framing - Wood or Steel © Interior Bearing Wall GENERALNOTES NOTE-1: OPTIONAL CROWN MOLDING TO BE ONLY IN THE FOLLOWINGS ROOMS: • FOYER • GREAT/FAMILY ROOM • DINING ROOM • KITCHEN/NOOK • MASTER CEILING AND TRAY • FLEX/DEN " AS NOTED LINER IS USED FOR ALL I WINDOW SCHEDULE II BEARING WOOD WALL SCHEDULE 1H2SH 281/2"x25" 271/4"383/ 1H3 SH 25 1/2" x 37 3/8" 27 14' x 38 3/8" MARK STUD SPACING CONNECTION & FASTENERS LUMBER SPECIES UPLIFT CAP. [p8] 1114SH 25 1/2" x 49 5/8" 271/4"x505/8" TOP BOTTOM 1H5 SH 23 SH 25 1/2" x 62" 36" x 37 3/8" 27 1/4" x 63" 37 3/4" x 38 3/8" BW4 16, (2) 16d TOENAILS. (2)16d TOENAILS SYP UPLIFT 24 SH 36" x 49 5/8" 37 3/4" x 50 5/8" 25 SH 36" x 62" 37 3/4" x 63" BW5 16" R W/ (5) 10d NAILS -STUD; (5) 10d NAILS - PLATE � W/ (5) 10d NAILS -STUD; (4)10d NAILS - PLATE SYP 450 33 SH 52" x 37 3/8" 53 7/8" x 38 3/8" 34 SH 52" x 49 5/8" 53 7/8" x 50 518" gW-6 16 (2) R 8A W1 (5) 10d NAILS STUD; (5) 10d NAILS - PLATE (2) RTSA W/ (5)10d NAILS STUD; (4)10d NAILS - PLATE SYP 900 35 SH 52" x 62" 53 7/8" x 63" 4030 SH 471/2"x 351/2" 491/4"x361/2" gw10 12" (2) 16d TOENAILS I (2) 16d TOENAILS SYP NO UPLIFT (2) -25 SH 72 1/8" x 62" 73 7/8" x 63" (2) -35 SH 105 318" x 62" 107 1/8" x 63" gW11 12" RT8AW1 (5) 10d NAILS STUD; (5)10d NAILS - PLATE RT&A Wi (5)10d NAILS -STUD; (4) 10d NAILS - PLATE SYP 600 (3) -25 SH 108 1/4" x 62" 110" x 63" FX (PW) 28 1/2" x 37 3/8" 27 1/4" x 38 3/8" FBW1 2 12'(5)10d (2) RTBA W/ (5)10d NAILS -STUD; NAILS - PLATE 2 RT8A W/1H3 (5) 10d NAILS STUD; (4) 10d NAILS - PLATE SYP 1200 3010 PW 36" X 11 1/2" 37 3/4" x 12 1/2" 3012 PW 36" X 13 1/2" 37 3/4" x 141 /2" DOUBLE 2x HEADER, SEE FLOOR PLAN FOR MIN SIZE. SEE® FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH NO UPLIFT, CONNECTORS INDICATED IN'J' CAN BE IGNORED, MASONRYWALLSEE T/ WALL PLAN SEE PLAN 1)2xsvPmsTUDfy DOUBLE 2x 1x6 OR 1xB FUR STRIP TOP PLATE STANDARD HOOKS, BEE MS06/2.0 FOR MORE 2x STUDS PER INFO PLAN/SCHEDULE -ATTACH FUR STRIP TO MASONRY w/(2) ROWS 0.09V x 1-1/2" CASE w/ (2} 12d TOENAILSHARD NAILS @ 12" O.C. .EACH END FOR WALLSATTACH FIRST 2x STUD TALLER THAN B-VTO FUR STRIP w/(2) ROWS 0.099" x 2-1/4" CONNECTORS TOP ANDCASE HARD NAILS @ BOTTOM PER12 O.C. 2x MID -SPAN T BLOCKING41-T4"�; PLAN/SCHEDULE SEE FOUNDATION PLAN FOR MORE INFORMATION2x P.T, w/ 3/8" die. x 8'LG. HEA3012 SCREW ANCHOR (WEOOE BOLT OW=WHEN DESIGNED wITx1/4-PL. WASHER(rYP.) w/MASHEAR WALL, (2)2xEDGE DISTANCE; OR 10A.S.OR 1...YP #2 TO BE USED AT EPDXIED w/ 7" MIN. EMBED. (IF AT STEP, T END OF WALL w/ (3)1/2" x MIN. EMBED. PAST LOWER SLAB); @ 32" O.C. 6" USP WEDGE EXPANSION ANCHORS TO BE USED IN LIEU OF SEE NOTE7 BELOW CASE HARD NAILS BEARING WALL DETAIL 3040 PW 35 3/4" x 47 1/2" 37 1/2" x 48 1/27° 4010FX 47 1/2" x 11 1/2" 49 1/4" x 12 1/2" w/ sill 4040 PW 47 1/2" x 471 /2" 49 1/4" x 48 1/2" 4044 PW 47 1/2" x 51 1/2" 49 1/4" x 52 112" 3715 FX 36" x 14 1/2" 37 3/4" x 16 1/4" w/o Sili 37 3/4" x 15 1/2" W/ Sill FRAME WINDOW TYPE SIZE ROUGH OPENING 2020 SH 23 1/2" x 23 1/2" 24" x 24" 2024SH 23 1/2"x 27 1/2" 24"x28" 2030 SH 231 /2" x 35 1/2" 24" x 36" 2040 SH 2050 SH 23 1/2" x 47 1/2" 23 1/2" x 59 3/4" 24" x 48" 24" x 60 1/4" 3030 SH 35 3/4" x 35 1/2" 36 1/4" x 36" 3040 SH 38 3/4" x 47 1/2" 36 1/4" x 48" 3050 SH 35 3/4" x 59 3/4" 36 1/4" x 60 1/4" 3450 SH 391/2" X59 3/4" 40" x 60 1/4" 4050 SH 47 1/2" x 59 3/4" 48" x 60 1/4" (2) - 3030 SH 71 5/8" x 351 /2" 72 1/8" x 36" (2) - 3080 SH 71 5/8" x 59 3/4" 72 1/8" x (2) - 2630 SH 59 1/8" x 35 1/2" 29 5/8" x 36" 3010 PW 35 3/4" x 11 1/2" 36 1/4" x 12" PW 35 3/4" x 13 1/2" 36 1/4" x 14" 3017 PW 35 3/4" x 18 3/4" 36 1/4" x 19" 3060 PW 35 3/4" x 71 1/2" 361/4" x 72" 4040 PW 47 1/2" x 47 1/2" 48" x 48" 30 - 1/2 ROUND 35 3/4" x 17 7/8" 36 1/4" x 18 3/8" SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW. DOOR SCHEDULE NOTE: ALL SWING DOORS ARE INSWING AND IF YOU NEED OUTSWING -13/8' OFF HEIGHT DOOR TYPE SIZE I MASONRY OPENING 2-0 [IN -SWING] co uc Aaz 4b' X633/4" GENERAL BEARING WALL NOTES 2-8 [6-8] 331/2"x82" 37"x833/4" [INSWING] [8-0] 33 1/2" x 98" 37" x 99 3/4" 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 42 UNO ON PLAN. 3-0 16-8] 37 1/2"x 82 41" X 83 3/4" 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED [IN -SWING] [8-0] 37 1/2"x 98" 41" x 99 3/4" 4. CONTACT E.O.R. IF SP4S, SPB'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 3-0 W/ (1) SL [6-8] 51 1/8" X 82" 54 5/8" x 83 3/4" S. IF "BW IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE [IN -SWING] [8-01 51 1/8" X 98" 54 5/8" X 99 3/4" WF061D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST 3-0 w/ (2) SL 16-81 641/2" x 82" 68" x 83 3/4" FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. ALL 2x EXTERIOR WALLS w/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE [IN -SWING] [8-01 641/2" x 98" 68" x 99 3/4" ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE, 7. IF THE BEARING WALL IS INDICATED WITH THE BW11, BW4, BW7, BW10, THESE WALLS 6068 SGD 72" x 80" 75 1/2" x 81 3/4" ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE ZX PLATE CAN BE ATTACHED WITH HARD CASED 6080 SGD 72" x 96" 751/2" x 97 3/4" NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 8. SPVSP2 DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD IN THE PLATE TO ACHIEVE 8080 SGD 96" x 96" 99 1/2" x 97 3/4" THE TABLE LOAD. 10d=0.14W DIA. X 3" LONG. COLUMN SCHEDULE 9068SGD 106 13/16" x 80" 110 1/4" x 813/4" MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 9080 SGD 106 13/16" x 96" 110 1/4" x 97 3/4" C3 (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT (A) HTT45 w/ 5/8" ATR & (18) 16d X 1-1/2" NAILS 4 660 12080 SGD 141 1/8" x 96" 144 5/8" x 97 3/4" C4 (3) 2 x #2 SYP w (g) (2) LSTA24 2470 DOOR x 7 GARAGE 96" x 84" 96" x 84" 16'-0" x 7'-0" (C)4) 1/4" x 2-w (11/4" TAPCONS 3660 GARAGE DOOR 192" x 84" 192" x 84" 4 x 4 P.T.#2 SYP HTT45 W/ 5/8" ATR & G = 6775 SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER C5 POST 18) 16d NAILS U = 4160 OF FASTENERS PER DOOR. C6 6 x 6 P.T. #2 SYP HTT45 W/ 5/8" ATR & G = 16005 POST (18) 16d NAILS U =4160 4 x 6 P.T.#2 SYP HTT45 W/ 5/8" ATR & MARK C9 POST (18) 16d NAILS 4160 1 (2) - 2X6 #2 SYP �E ° r W/ 1/2" FLENOTEITCH PLATE �,'in " (2) - 2X8 #2 SYP SEE NOTE #51 K 0 4" W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP 3 W/ 1/2" FLITCH PLATE SEE NOTE #5 (2) - 2X12 #2 SYP 4 W/ 1/2" FLITCH PLATE SEE NOTE #5 5 3 1/2"X 7 114" GLULAM (1.6E/Fb=1,500 1 � HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS- JACKS KINGS SIZE EA END EA END EA END EA END 1'-0"-3'-11" (1) (2) (1) (2) >4'-O" BUT <9'-O" (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL K/D1. 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 1Od COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. shmetural plane and spsdl1cations conteinetl wlmin these singscomplywlhthe2020FI(ni BulidingCode- Idential7th Edition. Engineer's slgnelure end seal is onyfor sructurel engineering portions of Me drawing pages bearing W F d E m m a o vs�ai � N mr, LL LL O N'n-aLLaa LL3a�0J mcm O gq¢J�� 2 N M Z U J N = 00❑❑❑ W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q W to N Q O) U or 0 �\ f>6 LL a m > O � � CIS! C M LL a r o 0 o d f\ 04 LL E "litN D z r o 2 LL 6 LL IL � ¢ o 3.0 FLOOR PLAN I I ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) + r. Coastal Flashings: all flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) , and shall be selected for compatibility with adjacent wood preservatives per the V - ;•,. I; manufacturer's recommendations. 3 F f. 12 12 4� N _ 6" ETCHED BAND _ T.O.M. WDW. HDR. �- -- 1' 0'o 1 lul ID II I ©� lui STD. C.L. �iw •� r� � � 1 PREWIRE 00 o0 �J III■■■III tF* Zo N BLOCK DMF ON BLOCK DMF O — — — — — --- @ --—---------------__ — To the best afihe Englnee knowledge, informehan and bell , FIN. FLR. the structural plans and spa ificatione contained wtihin these _------ - - - — — — - — — drovAllgs comply wM the 20Fbnda Building Code - Residential 7th Edition. End Lee signal and seal Is Dory for 4" ETCHED BAND 6" ETCHED BAND 6" ETCHED BAND the structural engineering pordans of the drawing pages bearing 6° ETCHED BAND ""CALCLILATIONS BASED ON THE FOLLOWING VALUES"" Engineer's signature and seal. • RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA LINEAR FT. • OFF -RIDGE VENTS- 140 SQ. IN. OF NET FREE AREA/UNIT • SOITITVENTS - 22.3 SQ. IN. OF NET FREE AREA SO. FT. 81". y 0 S 1/150 Rule 1/300 Rule -; : a E io gam,vr o g8� c 0 ATTIC SQ. FT. of SQ. FT. of a all of y r 1 N N m LL W SPACE SQ. IN. of vented LF of SQ. IN. of ventila0on vented -tr vernilericn vented soffit ventilation be provitled required pmvidetl required soft by upper - needed needed ventilatorsld* ai M ro w vi Y W N FIRST FLOOR PLAN 1880 3 1804.8 80.9 200 902.4 20.2 451.2 t,`�' J `� " 3 Z O O m c on 30 H L N � Y09 m on R; ' N 6 N O i N M Z L) J q " a FRONT ELEVATION SCALE: 1/411 = 11- 0" r�wx 0 � 3 QCD N rn m V I � 0 QN X J LL C U Ois / 2 ul � V) O y� Nro rV j N a� 5 emom ! s $ I d 12 12 4C% Q4 -- HOMES 12 3999 West First Street 4�IN 61 Sanford, FL 32771 (407)302-9871 T.O.M. - — — — - WDW. HDRCOT --- - �'r---- ''I0D STRUCK BLOCK ------------- - Q T bo b (D rL _U N Q � FIN. FLR. _ _ ----- U T C M _ _ _ _ _ _ _ _ _ _ _ _ _ Y (y ° a U- m O LL t U N 1- T M U- E�, �d o " O ° � r- a n m O in O O E Zf 04 mr,LL °cLL o m o a o U a J Q Reference No. 21-14353 Sheet: 4.0 i RIGHT ELEVATION ELEVATIONS 3 � SCALE: 1/4" = 1'- 0" VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (1st Floor) 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations 12 4� i — _ — STRUCKBLOCK 12 4 — ------------------------------------------ --- STRUCK BLOCK L 12 _J4 T.O.M. ----T-T 11_0-- --__ FIN.FLR. 12 �4 91 _ _ _ _ _ — 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ — — _ — — — _ — — _ _ _ _ — — } — — — F — — — — — - N W IY Ir W 0 fn 4® n = 1'- LEVATION SCALE: 1/4" = 1'- 0" ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel and shall be selected for compatibility with adjacent wood preservatives per the manufacturers recommendations. "CALCULATIONS BASED ON THE FOLLOWING VALUES" In • RIDGE. VENTS - 15 SO. IN, OF NET FREE AREA/LINEAR FT. B • OFF -RIDGE VENTS- 140 SO. IN, OF NET FREE AREA/UNIT • SOFFIT VENTS - 22.3 SO. IN. OF NET FREE AREA/SO. FT. 1/150 Rule 1/300 Rule ATTIC IN, ojall: of LF of SO. IN. of 9O. FT. of SO. IN. ofSO. vendletloo toSPACE vendledon vented slat ventilation venletl be Providetlrequired on provided required by upper �� ventilators FIRSTFLOORPLAN 1880 1804.8 1 80.9 1 200 902.4 1 20.2 1 451.2 VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (let Floor) 1 140 Total Ventilation Provided by Upper Ventilators 140 1/150 Rule used; Off -Ridge not part of Calculations F11-E COP . fltI y 1t` Ne 2020 aurdap Code - itlal7ihEditlon.Engineersa' nature and 1is only for cturel engineering portions of 9 drsetng pages bearing rrs signature and seal. to I. <Em a o u N J JJ 9 ps LL LL Nr y ft O Ow J W p to r DLL d LL a Tj o O J LL LL 0 O 0 0 O WNCPD Z N 6 N M Z N J ul 2 ❑ U ❑ ❑ 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q N W N QLO U '- 0 M VJ u m J (0 LL C M V LL LD T o O nCIL N .� md• O tf d E Z T O N u, O d n tL Co LL a o 0 U CL Q 4.1 ELEVATIONS N W rr W_ H 0 U) N O N r O T N LU LL W 0 I 1 40' 0" 01 ✓ i1i -0, 'a m- v <r co n v v It v I� h n v v n N v v v Nt d rr It Ii i i LO ,-- `- CD J1 J14 I { o J3 F I J34 0 j J5 F ] J54 1 15 15 HGR4407 3 PLY 55 i 55 [ H4409 y{ { [ H4411 { [ S6o DJ 4?1 C) [ 0 0 H4413 [ [ { I H4415 is i [ H4417.: ... { P. [ ........................ {......................................ry ::................ .....'.:: { ] 11' H4419 1' 1( 1/2 10 1/ " T44 { ] [ 1 ..........' b W T44 0 CID [ : T44 LF 4:1E 2 SLOPE 4:12 SLOPE { ............................H4419............. . .. . H4417 EO It wCL 0 - I. H4413 � [ a H4411 { { 26 26 H4409 i 15 [ i C�lM Lti - 15 HGR71 0 _ N o ► ��Q y'A J3 ao J54 'U 54 00 J1 [ 1 o 34 -- --- - _ �� - --- - 34S D 14 C9 i i i i i J1 - --- --- --- --- --- --- - --- G�1 11-OII Q GQ� m um) h n lA >z 15' 4" 41811 20' 0" PROFILE IDTY 10 I SPAN I TRUSSTYPE i I LOH I RON LCART I RCANT I m2 2 H4409 40000o H4409 4.00N 00-IOM 001008 006000 DO" 1361 1061.1 Id m2 2 H4411 460M00 PA411 4000D 00-1008 001006 000000 OHM 1360.3 be 048.816 Joint 2 2 H4413 405600 PA413 4.0000 W104 0010SO DHM DOOM IMO.3 go 033.6 b sim2 2 H4415 4s" H4415 4.0000 001008 00-IM W6000 0000W 1361 1_1011 b oM2 2 H4417 400000 H4417 4.00W 00-10M 001008 MOROO WSW 136031W MAI tu M2 2 H4419 40" H4419 4.0000 0010418 OD 1008 OHM OM RX 1360,31b, 3.5Itu K1 1 HGR70 2MW HGR70 4.0000 OMOO 00-10-08 00" 1 134061be 111151.911, 2 i HOR71 400000 HOR71 4.1 00-10-08 001MB 000000 0)" 11413IN 9660Is Joint2 1 HGR4407 4041000 HGR4407 4.01 00.10-08 W1066 01 Oti 21 2351.111, 70 J14 01-06W J14 4.0000 001008 00W00 01 000PW t2 DO.716s. 32.316s jurn 2 9 J34 030000 J34 4.0000 0010M 0000-00 006600 000000 14311M. 4961te [�Joint1 1 J345 034g00 J39S 4.0000 0000.00 01 006600 0000W ii. V.0 bs. joinZ 9 J54 050000 J54 4.00N 01 000060 W-0WO 000000 Ni. 1873Its 1 JkS Os00-00 J515 4.00W WW60 000000 001 01 owl 61.911 104.6lbs n12 23 J74 9/BM00 J74 4.0000 00104 (WOW 090000 00-000o 351bs. 228.9 too Joint 2 2 J74P 076000 J74P 4.0000 O0f068 O0W00 060000 011 3fi 361 ks. 5175Is Joint2 5 JGR74 OgHBTh JGR74 28300 01-02.14 00-0WO 000000 18,11bs. .0 be 2 3 T44 &DO -DO T44 4.0000 001098 00-1048 OHM Oo00W 136031N 4 he 1 Vol 01 Vol 4.000 06690 009000 000000 0000W Join 1 1111t4. 191 John 1 1 V02 aJ6014 V02 4.0000 006600 000000 000000 00-0090 231t6 a.31k M7 1 W3 050914 V03 4.0000 01 009000 000000 OOd690 58.31hs. REACTIONS big. 10.8 Ile. be, 06166 3 Joint Im. 49.8Its, bs. 6.11La 2 Joint 1 50.8 Ds. Joe, -10.1 Ee 3 Jai M. 87.11 31Le. .61 Its. 2 Joint Its. 877 bi 51M. -84 to$. 4 Ji Ile. 191 Ms Itu. .125..31 4 Jams tu Mltu IX. -285.3 to 4 JamS In. 339.6 ds ROOF FRAMING NOTES SHINGLE, METAL OR TILE ROOFING SYSTEM (SEE ARCH.) OVER APPROVED UNDERLAYMENT, OVER SHEATHING PER ENGINEERED ROOF SPECIFICATIONS (SEE FRAMING PLAN) ON PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE, SPACING, TYPICAL ROOF SLOPE, AND OTHER INFORMATION) ATTN: BUILDING DEPARTMENT PLEASE NOTE THAT TRUSS LABELS MAY VARY BUT, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES, GFFLOOR TRUSS DRAFTSTOPPING R302.12 - CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT SPACE DOES NOT EXCEED 1000 SQ. FT. USING 7/16" OSB PLYWOOD, LOCATED BETWEEN THE CONCEALED FLOOR SPACES. DRAFTSTOPPING DETAIL R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2-INCH (12.71 GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE BENEATH ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.91 TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112-INCH (12.71 GYPSUM BOARD OR EQUIVALENT. TYPICAL TRUSS STRAPS U.N.O. ON ROOF FRAMING PLAN - TRUSS TO WOOD FRAMING: (1) 6" 1 TRUSS SCREW w/(2) 10d TOENAILS (SEE NOTE18/D3) - TRUSS TO MASONRY: (1) TA18 54 JACK TRUSSES TO GIRDER TRUSS SHALL BE NAILED TOP/BOTTOM CHORD. FOR VALLEY SET TRUSSES, SEE ENGINEERING TRUSS PACKAGE FOR CORRECT CONNECTION [VC11 ENGINEERED ROOF SHEATHING PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4R AREA ROOF 1 2e 2n 2r 3 3e 3r *a 10 HIP -37.02 -51.06 -51.06 -51.06 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03--�-----�-- I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r v' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 2e, 2n, 21 ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®i 1 ZONE 3, 3e, 31 ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: l O SHINGLE/METAL: 19/32"STRUCT 1 ZIP ROOF SYSTEM OR 19/32" CDX EXP. 1(40/20) OR 19/32" OSB EXP. 1(40/20) I© I 1 TILE: 19/32"STRUCT 1 ZIP ROOF SYSTEM OR 19/32" CDX EXP. 1(40/20) OR 19/32" DEB EXP. 1(40/20) I I I I 1 I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS ra 13r 3rLi 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15%Z, SHEATHING SHALL BE FASTENED Da 1, I�AE WITH ASTM F1667 RSRS-0310d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 71 e 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 C RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. FRAMING PLAN C(..AI P- 1/A" = 1'- 0" LISP HARDWARE - 160% 2019 59TH EDITION CATALOG MARK PRODUCT CODE If I REF.# FASTENERS UPLIFTS ROOF N 16d NAILS - 2 TOP CHORD NAILS / 2 BOTTOM CHORD NAILS 6" LONG TRUSS FMFF006 SiD FASTEN MASTER FRAMEFAST 690 SCREW 5600 SIMPSON STRONG DRIVE 615 HUB 26 HUS26 (14) ifid HEADER 1840 2165 1 (6)16d TRUSS HUS 20 HUS28 (22)16d HEADER (8)16d TRUSS 2410 4035 2 JUS 26 LUS26 (4) Ind HEADER 80 880 3 (4) 10d TRUSS MPSF LTP5 (6)1(6) 8tl TYPE1 RIM BOARD 1 595 595 4 PLATE MPAi A36 (6) 8d STUD TO PLATE 625 625 5 (6) 8tl RAFTER TO PLATE SKH 26 LIR SURIL26 (6) led HEADER 1135 890 g (6)10d X 1 112" JACK SKHH 26 L/R ----- (18) ifid HEADER X 1 1/z" JACK 796 1795 7 (12)10d SUH 26 U26 I6) ifid HEADER ]Sb 1000 g (4) Intl X 1 112" JACK SUN 28 ---- (8) l6d HEADER $75 1335 9 (6) Intl X 1 112" JACK THD 26 HTU26 (18)16d HEADER (12) told X 1 112" TRUSS 2265 3000 10 THD 28 HTU28 (28)led HEADER 2316 4200 11 (16) IOW X 1 1I2" TRUSS THD 28-2 HTU28-2 (28)18d HEADER (16) led X 1 ill" TRUSS 2595 4860 12 THDH 28.3 HGUS28-3 (36) led HEADER 4345 8176 13 (12)10d X 1 11T' TRUSS THD 48 HHUS48 (28)16d HEADER 2595 4860 16 (16) Intl X 1 112" TRUSS HJC26 THJU26 (5)10d HIP (16)led HEADER 2345 3065 15 17)10d JACK (2) MM 12 (2) MTS12 (14)11 OR Intl 11/2" 2370 16 618"ANCHOR BOLT 12" (2)MUGT 15 (2)MGT EMBEDDED 89N 17 (28)10d 1 112" GIRDER EACH (2) RT 16.2 (2) H10-2 (a) 8tl TOP PLATE 2120 18 (8) 8tl 11/2" TRUSS (2) MSTA 24 (18)10d 1(18)10d 3280 t9 MSTA24 RTBA HB (5) Intl X 1 ill" TRUSS ]60 20 (5)10d X 1 112" PLATE C d4 BC4 (6) IN POST 841 21 (6)10d X 11/2" BEAM (4)10d X 1 1/2" TOP 22 FA3 WAS (2) led 11/2" SIDE 1410 HC620 CLIP GBC 11) ad TE �6)Bd bib 23 STUD HHCP2 CORNER CLIP HCP2 (i0) 10d X 1 ill" TRUSS g00 24 (10) Intl X 1112" PLATE HTA 20 HETA20 (9) Intl X 11/2" 1870 25 (2) HTA 20 (2) HETAN (18) 10d X 1112" 2430 26 HIM 24 HTS24 (20)10d 1366 27 LTHJA26, (16116tl HEADER (5) 1nD HIP HJC26-SK60 Ti (7) 10d JACK 2345 3055 28 THJU26 HHUS210. (38) led HEADER THD 210.2 2, (20) Ind X 1 1/2" TRUSS 3905 6600 28 HTU210-2 KST 237 MST37 (48) 16d 6140 30 LPTA LTA2 (10) Intl X 1112" 1470 31 FACE OF GABLE W12X4 LSTA 36 LSTA36 (22) 1Od X 11/2" 1640 32 LTW 12 LTS12 (12)IN 775 33 LT520B LTT20B 314" ANCHOR WEDGE BOLT 3IW' 1100 34 EMBED (10) Ind X 1 1/2" STRAP LBP 12-TZ LBP112Z 112" J-BOLT NIA 36 LFTA 6 HIS (8) 8tl PLATE :8)8tl 880 36 STUD MSTA 12 MSTA12 (10)10d 935 37 MSTA 18 MSTA18 (14)10d 1310 38 MSTA 24 MSTA24 (18) 10d 1640 39 MSTA 30 MSTA30 (22)10d 2066 40 MTW 12 MTS12 (14)10d 1185 41 118 1 (14) told 1186 42 FRAME. (2) 6/8" BOLTS, (8)10d Hi HGT-2 BLOCK. (2) 3/4" BOLTS, 9573 12"EMBEDDMENT EXPDXY (8) 43 led (28) 10C (1) 5I8" ANC BOLT 12" EMBEDDED "WHEN MUGT15 MGT NEEDED ADD Pi (10) WS3 4495 SCREWS S (1) Si THREADED 44 IROD NP3]3118"X]" TP37 (6)Ind HEADER NA 4g (6) Its X 1 112" TOP OF SOT. SEC, PA 28 PA28 (15) igtl 3700 46 JL281F-77 ---- (81 HEADER 730 1215 41 Ind (4)10tl X 1 112" TRUSS RT i6A HIOA, (8) ad TOP PLATE 1020 48 H14 (9)10d X 1 112" TRUSS RT 16.2 Hi0-2 (811 TOP PLATE 1060 99 (8)10tl X 1 112" TRUSS RT 5 CLIP LIR H6 (4) ad TOP PLATE 380 50 (4) 8tl TRUSS RT 3A CLIP LIR 1(4) 8tl TOP 395 51 SIH3 (4) Btl BOTTOM TA 12 META12 (6) Intl X 1112" 990 sz TA 14 META12 (7) 10d X 1112" 1206 53 TA 18 META18 i8) IN X 1 112" 1206 54 (4) 10d X 1 1/2" 780 (2) TA 1a (2) (8) 10d X 1112" I -PLY 2410 66 META10 (8) Intl X 1112" 2-PLY TA 24 META24 (8) 10d X 1 112" 1206 56 i21 TA 24 (2) (8) 10d X 1 11T' I-PLY 241ol 57 META24 (8) 10tl X 1 112" 2-PLY PHD2A HDU2SD5 5/8"XB"BOLT5518"EMBEDDED 3216 58 2.5 EPDXY (6) WS3 WOOD SCREWS THDH614 HGUSg5.501 (66) ifid HEADER, (22) ifid TRUSS 5306 11325 69 HUS1.8111 (30) igd HEADER (10) I6d TRUSS 4110 6060 60 HUS179 0 (22) its X 1112" HEADER 61 THF17157 1US1.61116 (6) led X 1112"JOIST 12]5 3365 (2) HTW 24 (2)HTS24 X 1112" OR (24) 2730 62 10d THDH 414 HGU5410 (16)16d POST 5305 11325 83 (68) i6tl TRUSS HGA 10KT NGA10KT (4) WS16 RAFTENTRUSS 790 64 (4) W63 PLATE LUGT2 LGT2 (14) Ind STUDS (2)10d PLATE 2020 65 (16) Ind TRUSS (2) LUGT 2 (2) 1(14) ) told STUDS (2)1Od PLATE 4040 86 told TRUSS (2) MTW 24C (14)10d OR (14)10d X 1 1I2" 2370 67 MT(229C THD 26-2 HHU52fi-$ (18)led HEADER 2340 3126 gg HTU26-2 (12)10d TRUSS 1(26)10d or (26) led STRAP HTT45 HTT5 518" X8" THREADED ROD 5005 69 EPDXYED I2"EMBEDMENT (2)RT 6 CLIP IJR (2)H5 (4)8d TOP PLATE 760 70 (4)8d TRUSS BLOCK .12) 314" THREADED ROD Hi HGT-3 EPDXIED WITH 12" EMBEDMENT 9860 71 GIRDER -(8)1Od SPT24 SP2 (6) Intl STUD 1090 ]2 (6)iad PLATE the aVuclure plane aM apedficat iodemntained within arcs , drawings comply with the M20 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portiom of the drawing Pages bearing Engineer's signature and seal. HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 m E a 4v PR N i to Q V T (0 LL O- W N .t M o O d' L0 0 1 O N LL d E D Zr O N 0 00 L0 C;LL C " D 0 • C FRAMING PLAN oil 1 Jill 4(!� STANDARD KITCHEN 9 IN 41(!� STANDARD KITCHEN O W U KITCHEN ISLAND 0 0 in 2" MIRROR 4(t� 4& 4 4 MASTER BATH MASTER BATH LAUNDRY RM. BATH N 0 N co O T N uj rr rr W I— C7 2" �N h o n 0 J U O 6 • • ;s d t ma I l pp 1" 2. r. a STANDARD KITCHEN PLAN SCALE: 1/4" = 1'- 0" Lai N w Imy 1 ..- the sWcturel plans and spec' lions contained within these drewinge comply with the 20 hide Building Cpde - ResltleMlal Rh Editlon. EnglneOYslgnalure end seal Is only for the structural engineering porgons afthe drawing pages bearing 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9571 SO I 1R > .0 0 U r 0 M O L T u 0 N LL CL co N i i M 0 L — o O rid r• ° N LL. oC n z�O N -0 r, lL 6LL 0 0 0 a o U � Q Rcforonncd Kin ii_1IAgri'dV 7.0 INTERIOR ELEV STD. C.L. PREWIRE N W W H 0 fn STD. C.L. PREWIRE IN PANEL WALL T-0" o fo 0 FIN. FLR. PANEL WALL DETAIL SCALE: 1/4" = 1'- 0" ELECTRICAL PLAN ELECTRICAL LEGEND POWER SYMBOLS 110-115 RECEPTACLE WP WEATHER PROOF e- SINGLE POLE RECEPTACLE VP VAPOR PROOF SWITCHED RECEPTACLE GFI GROUND FAULT INTERRUPT QUAD RECEPTACLE A ARC FAULT INTERRUPT 4& CEILING / SOFFIT RECEPTACLE 48 MOUNTING HEIGHT ® FLOOR RECEPTACLE GOO GARAGE DOOR OPENER 220 RECEPTACLE PS PULL STRING 0 SMOKE DETECTOR () MOTOR OCARBON MONOXIDE DETECTOR 777Q BATH FAN COMBINATION SMOKE AND CM/SD CARBON MONOXIDE DETECTOR BATH FAN AND LIGHT COMBINATION ISO ISOLATED CIRCUIT SINGLE POLE SWITCH # 14/3 WIRE SWITCH3 THREE WAY SWITCH OPTIONAL CEILING FAN PREWIRE SPECIAL PURPOSE I G J OPTIONAL LIGHT PRE -WIRE � DISCONNECT STANDARD CEILING FAN PREWIRE p ELECTRIC PANEL STANDARD LIGHT PRE -WIRE METER BASE LIGHTING SYMBOLS CEILING MINT LIGHT FIXTURE 2' FLOUR. SINGLE BULB WALL MINT LIGHT FIXTURE 4' FLOUR. SINGLE BULB ® WALL WASH FIXTURE 4' FLOUR. DOUBLE BULB 7 LED LIGHT 4' FLOUR. WRAP ® BATH FAN AND LIGHT COMBINATION---0----- ROPE LIGHTING DOUBLE FLOOD LIGHT { SCONCE LIGHT EMERGENCY LIGHT ® EXIT LIGHT SIGN LOW VOLTAGE SYMBOLS _j SPEAKER Ifil PUSH BUTTON/DOOR BELL ® TV OUTLET a DATA OUTLET 00. TELEPHONE ® THERMOSTAT ©H DOORCHIME OPTIONAL OVERHEAD SERVICE 150 = #1 Copper or 2/ 0 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. OR 200 AMP SERVICE A/C DISCONNECT TN.T.S.#4 COPPER TO APPLIANCES AND GFI R MP COPPER TO LIGHTS AND OUTLETS SERVCOPPER TO WATER HEATER R CO. COPPER TO RANGE COPPER TO HVAC TYPICAL ELECTRICAL PANEL GROUNDING WIRE WITH CODE APPROVED CLAMP PER NFPA 70 (CURRENT EDITION) NOTE: INTERSYSTEM BONDING TERMINATION PER NFPA 70 (CURRENT EDITION) ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 (CURRENT EDITION), LOCAL CODES AND LOCAL IVOieS: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) Kitchen 44" AFF GFI'S At Front Entry 24" AFF Laundry Room 36" AFF Door Bell Push Button 44" AFF Exterior Waterproof 12" AFF Thermostat 60" AFF To Chandelier Bottom 66" AFF Garage General Purpose 42" AFF Miconvave Outlet 80" AFF Range 2" AFF Vented Hood 80" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70 (CURRENT EDITION). 7. Provide Tamper Resistant Receptacles as required by the NFPA 70 (CURRENT EDITION) 8. R315.1 Carbon Monoxide Protection: carbon monoxide alarm$ or detectors shall be installed in all dwelling units In accordance with NFPA 70. Such devices shaall be listed by he apprppriate standard, either ANSI/UL 2034, standard for single and multiple station coalarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarm's shall l'l8 ptlrrt iifed if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed fore washing machine. Receptacles outlets shall n �tv,.edragly behind a range or sink to fulfill the requirement for an outlet e er ,71•ha Wilt , e k or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. N N the structural plane and specifications contaln.tl within Iheee drewings comply with the 2020 Florid. Bulldlnp Code - Residendal7th Edition. Engineers signalure.nd seal is onryfar the structural engineering portions ortha drawing Pages besting M ul g oo p N 1n �q 'td`4�2,a. SY� N (6 Y d W[ N J LL J u L .cm oo fu o C o t C�m IL ci N N Z V J N 00❑❑❑ �U I0 ,C6 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 U > LO r QM C O M � U o O LLL .2 r d N LL m'tt Il m Z� o N ^OLL dLL a Fell A ELECTRICAL 1/4" = 1'- 0" TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES G STRUCTURAL DESIGN CRITERIA 18 PROTECTION AGAINST TERMITES GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NOTICE TO BUILDER AND ALL SUBCONTRACTORS It is the intent of the Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Engineer are not responsible for any plan errors, omissions, or misinterpretations undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for reimbursement by the the Engineer without advanced notification and approval by the Engineer. Payments will be made in accordance to the terms of the agreement. N 0 N Cl) T T N W li rr W f- CAST IN PLACE REINFORCED CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1 ", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EA. WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064A/A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615, ASTM A706, OR ASTM A996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MSO5/ 2.0. 7. HIGH STRENGTH USP CIA -GEL, 7000-C ANCHORING, EPDXY ADHESIVE BINDER WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-14, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI fm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14a 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1 OFT WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/2.0, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-11. 11. CONSOLIDATE GROUT POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. CONSOLIDATION OR RECONSOLIDATION IS NOT REQUIRED FOR SELF -CONSOLIDATING GROUT. GROUT SHALL FINISH FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL)BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E Fb = 2400 PSI) MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48124) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: 7116" STRUCTURAL I OSB (EXPOSURE 1)-OR-15/32" OSB PLYWOOD (C-C/C-D) (EXPOSUREI) MINIMUM OF 1/8" SPACE IS RECOMMENDED BETWEEN PANELS, AT EDGES, AND END JOINTS TO ALLOW FOR EXPANSION PER R604.3. SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 10. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1-314" LONG, 11 GAUGE NAILS HAVING A 7/16" HEAD, OR 1 1/2" LONG, 16 GAUGE STAPLES SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED STRUCTURAL STEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE ASTM A325N U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING VVALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRU§S ENGINEER FOR THE LOCATION OF THESE WALLS. SEE STRUCTURAL PLANS FOR MORE INFO. GYPSUM BOARD 1. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE"W" 1 1/4" DRYWALL SCREWS @ 12" O.C. FOR CEILING AND 1 1/8" DRYWALL SCREWS @ 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING FOR WALLS SHALL BE 16" O.C. ALONG SUPPORTS. MAXIMUM SCREW SPACING FOR CEILINGS SHALL BE 12" O.C. ALONG SUPPORTS. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/811. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC. SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3, TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BYTHE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS w/ 7" EMBEDMENT. USP CIA -GEL 7000 EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR USP 1/2" SD WEDGE -BOLT WITH MINIMUM 6" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (USP HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) USP HTWM16 TWIST STRAP W/ (4)'/<"x 1 % " WEDGE -BOLTS OR TAPCONS TO MASONRY AND (8)-10d x 1 %" NAILS TO TRUSS FOR UPLIFTS LESS THAN 1225 LBS (USE (2) HTWM16 FOR UPLIFTS LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP HGAMI OKT W/ (4)'/, " x 1 ''/2 " WS15 WOOD SCREWS AND (4)'/ " x 1 a/4 " WEDGE -BOLTS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT 5. IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL USP HTT5 W/ (28) 16d x 2 %" NAILS AND 5/8" ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 6. MISSED ROOF TIE DOWNS MAY BE SUBSTITUTED WITH (1) USP RT16A W/ (8) 8d x 1 ''/2" NAILS AND (4) 3/16" DIA. X 1 %` TAPCONS FOR UPLIFTS LESS THAN 1380#. CODE CRITERIA • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL • NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - (ACI 530-13) • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION • APA PLYWOOD DESIGN SPECIFICATION E30-16 • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 • ALUMINUM DESIGN MANUAL -AAF-20 Code references are summaries of code sections. See FBCR (Current Version) for complete information. GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 16 20 20 20 TOP CHORD DL 7 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 33 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DIL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM / READING ROOMS 60((PSF COMMENTS: BALCONIES/ DECKS %PSF; d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT LIGHT STORAGE 125 PSF ANY POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200(LBS)(d) f. BALUSTERS AND PANELS FILLERS GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO STAIRS / NON SLEEPING ROOMS 40 (PSF) WITHSTAND A HORIZONTALLY SLEEPING ROOMS 30 (PSF) APPLIED NORMAL LOAD OF 50 LIBRARIES - STACK ROOMS 150(PSF) POUNDS ON AN AREA EQUAL TO 1 HABITABLE ATTICS SERVED SQ. FT. w/ FIXED STAIRS 30(PSF) PASSENGER VEHICLE GARAGES I 50(PSF) DEFLECTION CRITERIA FLOOR TRUSSES/ BEAMS "* LL/360 TU240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 1 1/4" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" WIND LOADING CRITERIA 160B WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 60 ft GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING,`, CORNERS., INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.- :.• NOTE: FOR DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 110,- X7 ' the structual plans and speclficatlone contelned wahin Imes drawings canpty with the 2020 Florida 8ullding Code - Residenfial7th Edrdon. Engineers signature and seal Is only for the structural engineedng portions of the drawing pages bearing m HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 .g . x 0 Q r W > LLOO N Q � T N m ILL Q m N N M 1_ i = LL T T o O hi" r ° C N LL E "t 0 0 L Il °cam E zr N m�L c� C 1a D ° a Rpfprpnrp Nn 1 71-iA'AN-1 M STRUCT NOTES N O N T O T N DJ W f- C7 (n WALL SECTION KEY NOTES \ I CONTRACTOR NOTE: 1 C) #55 REBAR, (1ELINTEL BLOCK BAR, CONT. ( i. MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN. r'• FOR INSTALLATION SIZES OF - B 2. 8" CONCRETE BLOCK WALL / SLIDING DOOR UP TO 8'-0" X 8" CONC. LINTEL BLOCK w/ 6'-8" TO 8'-0" X 8'-0" MAX. (1) #5 REBAR, CONT. (AS PER TEST #96-0608.20)zz HIGH STRENGTH PRECAST RECESSED LINTEL, SEE FLOOR D 1 8" CONC. LINTEL BLOCKwl (1) #5 3. (1) #5 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, CONT. FROM FOOTING TO BOND BEAM w/ 25" LAP SPLICE. f/ REBAR, CONT. HIGH STRENGTH PRECAST PLAN FOR LOCATION 4. CONCRETE SLAB. , f LINTEL, SEE FLOOR PLAN OF FILLED LINTELS. 5. WOOD BASE. FOR LOCATION OF FILLED LINTELS. �- HIGH STRENGTH PRECAST LINTEL, "-'� 6. 1/2" DRYWALL ON 314" P.T. FURRING @ 24" O.C. w/ INSULATION PER FBC SEE FLOOR PLAN 15 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. FOR LOCATION OF 8 7. SILL SEAL OR SELF -NAILING PLATES. ` FILLED LINTELS. 7 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION PER `.�' -- P.T. DOOR B CK 11 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION w/ ` �it_=1 b I I I I - -- - OPEN BAFFLE @ A/C SPACE LOCATIONS. -- 2x8 P.T. DOOR BUCK p i 1x4 P.T. ° / 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ % 4 -... ? J I I WINDOW 17 ( 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWING wz z w i I BUCK J 10 LOCATIONS, THE MALE & FEMALE LAP AND CENTER FLUTE. SUBSTRATE O H a ELU 0 13 E U ATTACHMENT: J-CHANNEL WOOD -ATTACH w/ 1/4" X 3/4" LEG STAPLE IN g LL w D 1 O D1 I I w I I 9a J DIAMOND PATTERN @ 12" O.C. / w O 1 N ---- PRECASSEE 9a. VENTED SOFFIT AND F-CHANNEL, STLL APLE SOFFIT TO SUB FASCIA w/ \ O i VE T. M LION PTLAN 40 1/4" CROWN X 314" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; SEE STRUCTURAL NOTES AND (4) 12d NAILS (4) ¢ Q - w I I A REO'D. o 16 F-CHANNEL; WOOD - ATTACH w/ 1/4" CROWN X 3/4" LEG STAPLE IN NAILING SCHEDULE FOR END F a 0 11 I I o z z 0 DIAMOND PATTERN @ 24" O.C. MASONRY -ATTACH w/ 14ga. 5/8" T-NAIL J SHEATHING DETAILS q iv RECESS IN SLAB @DOOR = t l SEE WINDOW SCHEDULE _ w co a W B. ROOF W/ 3/8" DIAMETER HEAD @ 8" O.C. 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU f f II C w FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. D 1 w rn 11. METAL DRIP EDGE. a r: SEE DOOR I I 12. 1/2" CEILING BOARD w/INSULATION PER FBC AND ENERGY FORM SCHEDULE 1 i SUBMITTED WITH PERMIT APPLICATION AS REQUIRED. •.`I' o 2X4 SPF BLOCKING 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. • @ 48' @ 48 O.C. MAX.w/ 2X4 BRACES 4'-0" i i SEE DOOR SCHEDULE - PRECAST SILL 14. 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. END NAILS ON CENTER��/ 15. ROOF ASSEMBLY: EACH END SLIDING GLASS DOOR ELEVATION STANDARD DOOR ELEVATION WINDOW - STANDARD-BLK 2 40 UNDERLAYMENTSHALLCONFORMWITHR905.1.tANDPERTABLE ,� nr` G D A T/ 1ST FLOORSLAB R905.1.1.1. •-',A G .?,y SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. - 94:� • FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 ---- - ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8" HEAD ROOFING THROUGH NAIL "��'•*�� I I PER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES OR SLOPE 118:12 1 I FOLLOW MANUFACTURER INSTRUCTIONS FOR PRODUCT. / a a 1 • METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30' TRUSSES j / `ALLOWABLE CONTINUOUS FILLER,UPTO 8"CONC.BLOCK IX P.T. ----a'--'a .'- a �o _ I I F/GRADE + 160/8 ZONE 1,2e = +16.81-39.3, ZONE 2n, 2r, 3e = 16.8/-62.8, ZONE 3e = / / 1X NAILED TO 2x8 @ 6" O.C. STAGGERED 1 8" CONC. LINTEL BLOCK w/ a �\° �\ - I +16.&-73.2 VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION I (1 #5 REBAR, CONT. 1 ) I �- 1 � _ 1� 1601C ZONE 1, 2e = +23.5/-55.2, ZONE 2n; 2r, 3e = +23.5/-88.0, ZONE 3e = ,, To be best of the Engineers , intonnedon and met the structural plans and epedficatlone contelnetl within these 8" GONG. BLOCK 1/2" DRYWALL (DOTTED) - 1 1/2" DRYWALL (DOTTED) _1 I I +23.51-102.7 I 26GA. GALV. STEEL 4x4 L FLASHING drawings comply with the 2020 Florida Building Code - PHGAM10@4'-0" VERT. REINFORCEMENT, SEE I 1XP.T.FURRING � HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION I I I I UNDERLAYMENTSHALL BEPER FBC R905.1.1OVER SHEATHING. SEE Residential 7th EdNon.Engineers signature and sea] is only for the structural anghxedngpwkmofthe draingpeg" bearing 1/2" GAP X. OR LISP TA18 @ I FOUNDATION PLAN FOR LOCATION DOOR FRAME AND TRIM (DOTTED) OF FILLED LINTELS. I I MANUFACTURER INSTALLATION INSTRUCTIONS. Engineers signature and seal. 0" O.C. rINTEUR'�1�1013 112" DRYWALL (DOTTED) +I 'V 1X P.T. FURRING IROOF SHEATHING AND NAILING PER SPECIFICATION INENGINEERED2x4 P.T. #2 DOOR BUCK, ALIGN WITH l-- - - - - - - - - - - - - - - -- - - -- ROOF SHEATHING & NAILING DETAIL(RSH) ON FRAMING PLAN FOR EXTERIOR 1X P.T, FURRING INSIDE FACE OF BLOCK, ATTACH w/ 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF EACH ROOFING MATERIAL AND ZONE Q 8 2x8 P.T. #2 SYP DOOR BUCK, ALIGN 3/16" X 3" TAPCONS @ 16" O.C. AND BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. 8 4 g 8" C.M.U. SEE WITH INSIDE FACE OF BLOCK, ATTACH 6" FROM EA. END WINDOW WITH 3/16" X 2 1/4" TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW A. FOUNDATION 17.7/16" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO 1 wm �° N r m �' a '� PLAN FOR REINF. w/ (4) 3/16" X 3" TAPCONS, TOP AND SIDES, SEE ELEVATION FOR LOCATION. SEE DOOR MAUFACT. DETAILS FOR INSTALLATION SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. TRUSSES w/8d NAILS OR 7d SCREW SHANK @ 4" O.C. EDGES &FIELD. w/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE O ru of 4 .. a w o O SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF Z m c v two NON-BRG. EXT. CMU WALL SLIDING GLASS BUCK DETAIL 2X DOOR BUCK DETAIL WINDOW HEAD - STANDARD-BLK ONE STORY WALL PANEL@16"Q.Q.;ATTACHJCHANNELw/3/8"x5/8"STAPLE@24"Q.C. L0 C `��'�m� �� o a W d M H E B SECTION - PORCH INTO OSB SUBSTRATE. 18. ALL ROOF TRUSSES SHALL BE TOENAILED W/ (2) 10d NAILS AND SHALL L' C Z 2 M z' LL IL SCALE: N.T.S SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2 BE FASTENED TO WALL TOP PLATE W/(1)FASTEN MASTER FRAMEFAST z 0v❑❑❑ SCALE: N.T.S FMFF006 TRUSS SCREW INSTALLED PER MANUFACTURER W RECOMMENDATIONS U.N.O.ON PLANS, N 8 7/8" 7 5/8" BLOCK WALL --,,,,'WALL 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS @ 4" O.C. MAX. -8" CONC. BLOCK THICKNESS ASSEMBLY 21. PRE-ENGINEERED WOOD WOIST OR FLOOR TRUSS @ 24" O.C., MAX. M THRESHOLD 8" CONC. BLOCK I - - SEE SECOND FLOOR FRAMING PLAN. S " ; VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION: 5 112" METAL PAN FLASHING SILICONE CAULK VERT. REINFORCEMENT, SEE I FOUNDATION PLAN FOR LOCATION �-� 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER$ w/(3) ROWS 8d NAILS @ 12" O.C.; SINGLE PLY FASTEN RIM BOARD TO TOP & BOTTOM RIBBONS w/8d NAILS @ 6" O.C. & FASTEN RIM BOARD TO o % - a 3000 PSI CONC. @ 28 DAYS 1/8" GAP @ RECESS BACK OF - 10" DRYWALL (DOTTED) ( EA. FLOOR TRUSS w1(2) Sd NAILS. r� � ��" -- "' THRESHOLDTO 4 1/4" X 3/4" RECESS PAN 1XP.T.FURRING , 2 3.3/4" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 21/4" SCREW - ///�� In " (2) 2x4 LAMINATIONS w/ (1) ROW -- FULL WIDTH OF CONC. SLAB 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE SHANK NAIL @ 4" O.C. EDGES AND 8" O.C. FIELD OR 16GA, X 13/4- v N 4--t OF STAGGERED 10d COMMON WIRE NAILS. Q 2x6 P.T. #2 SYP ATTACHED DOOR ASSEMBLY '� a 4 ? OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH 3/16"X21/4"TAPCON '., STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND FLOOR FRAMING SHEET, GLUE BETWEEN SHTGANDTRUSSES. _ LL a ° /� ° 1" tO (D = 0.148", L = 3") OR EQUAL w/ 1/2" X 8" ASTM A307 J-BOLTS w/ 2" SQ WASHER 6" FROM SLAB & 24" O.C. MAX ABOVE,. ° . e A. PROTECTED WRAP SILL SEALER TAPE ° • THRU WINDOW FRAME INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. 15 '°�{„ 8 7 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2 U �O N ` , ° 1" SEE ELEVATION FOR LOCATION. UNDER PAN 5 1/2" WIDE. LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK: In+ Y � GARAGE DOOR BUCK DETAIL DOOR PAN FLASHING WINDOW JAMB - STANDARD-BLK 11 23/4"@11/8"X16"RIM BOARDw/2x6LET-IN F - - 2 1/4" @ (2) 1 1/8" X 16" RIM BOARD 2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12 13 10 25. NOT USED 26. NOT USED " ® 0 -- 27. 7/16" STRUCTURAL I OSB EXPOSURE 1-OR-1513Z OSB SHEATHING ON 14 ,_ 9a EXT. WALLS w/ ALL EDGES BLOCKED ATTACH w/ 8d NAILS @ 3" O.C. r� CONTRACTOR NOTE: 8" CONIC. LINTEL BLOCK w/ TOP PLATE MUST BE NAILED @ 6" O.C. TO HEADER 40 6 EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES (3) 2x4 LAMINATIONS w/ (2) ROW INSTALLATION FOR GARAGE DOOR `960507-A) (1) #5 REBAR, CONT. AND 4" O.C. FIELD. ;0 OF STAGGERED 16d COMMON TYPES (AS PER TEST 2✓1.2x4 SYP BOTTOM PLATE. WIRE NAILS. HIGH STRENGTH PRECAST 2X4 P.T. SYP ATTACHED w/ POWER FRAMEFAST FMFF006 SCREW @ 16" O.C. HEADER TO TOP 29. 112" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND INSULATION HOMES (ONE INTO EACH OUTSIDE FACE) LINTEL, SEE FLOOR PLAN ACTUATED 0. 14" X 3" LG. SHOTS @ 12" FOR LOCATION OF FILLED PROVIDE RT8A TO OUTER STUD, TYP. A PLATES B. ROOF O PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. 11. 2 = 0.162", L = 31/2") OR EQUAL O.C. OR (10) 3116" X 3" TAPCONS. LINTELS. - F 30.2X W000 HEADER @OPENING, SEE SECOND FLOOR PLAN FOR SIZE. 3999 W@St FIrSt Street (D w 31. (2) 2x4 #2 SYP TOP PLATES. Sanford, FL 32771 T/ BRG. HGT. MSTA24 (2) w 32. TA18, ATTACH TO FACE OF TRUSS w/ (9)10d X 1 1/2" NAILS. (407)302-9871 o o NAILS @TOP A PLATE (TYP.) w N 33, MSTA12 @ END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD AND ..I,° 6" ON UNDERSIDE OF TRUSS. 0 0 0 0 0 0 0 0 0 o e SECTION A -A 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/18ga.1/4"x3/4"LEG - N MSTA18 STAPLE IN DIAMOND PATTERN @ 12" O.C. INTO 2x4 SYP NAILERS. (2) NAILS @ -._ ^ �_� INSTALL INTERMED. 2X NAILERS AS SHOWN. ATTACH SOFFIT w/ a, 0 72" 2x6 P.T. SPRING BOARD, I oT TOP PLATE HEADER, SEE PLAN. NAIL STUDS � (D LJ CORROSION RESISTANCE NAIL. m 0 0 (3) 2x6 LAMINATIONS w/ (2) ROW ATTACH w/ (1) 1/2" X 8" TOGETHER w/ 10d (TYP") 35. FLASHING, AS REQUIRED. OF STAGGERED 16d COMMON q ASTM A307 J-BOLT AND D1 NAILS STAGG. @ 12" 5 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. Q �y 9 WIRE NAILS. iv 1 (4) 1/4" X 3 1/4" TAPCONS o O.C., MAX. SPACING ,� 3 IN CORNERS 1 1/2" IN FROM 4 37, SHEARWALL ASSEMBLY, SEE FIRST FLOOR PLAN. (ONE INTO EACH OUTSIDE FACE) 0 48" ALL CORNERS. o T/ 1ST FLOOR SLAB 38, NOT USED w 1„ (D = 0.162", L = 3 1/2") OR EQUAL o f R (� GARAGE OPENING °. ' 1 39, 2x #2 SYP P.T. BOTTOM PLATE w/ RT8A @ EVERY STUD ATTACH w/ (1) SIDE OF OPENING AND > ^ to Q a) PROVIDE RT3 TO ° .; 40 FA3 @ EACH END OF THE WALL, (1) @ EACH @ �y N OUTER STUD, TYP. '_° ° 48" O.C. V r 0 M 2x6 P.T. #2 SYP EACH BIDE 0 24" FOR ATTACHINGRACKETS o - a F/GRADE 40, 1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER x O 2 m LL FOR VERT. TRACKS w/ T/ 1ST FLOOR SLAB - _ ° oo BLOCK / MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER m NOTES: (5) 1/2" X 8" ASTM A307 J-BOLTS. ° " 4 1 ee 1 INSTALL] ` r 1 - ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLUMN. TO BE INSTALLED 2-3/4" FROM T/ 1 ST FLOOR SLAB OUTSIDE CMU FACE. - . 41, LAP SIDING (STONE VENEER DASHED) -SEE ARCHDWG'S. FOR '�-' ("/) 0 4)0 2 -ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION. o 6" o T/ GARAGE SLAB " -_ SEE DOOR a ° 4 REQUIREMENTS AND INSTALL ALL COVERINGS PER MANUFACTURER « 0 8,11, n d N 3 - FOR 4-PLY, PROVIDE 1/4" DIA. X51/2"LAG SCREWS OR EQUAL. SCHEDULE ° RECOMMENDATIONS L � 't t i O 0 O O N n LL ❑, LL (SPACE AS SHOWN FOR 3-PLY) 16'-0" 42, HORIZ. MID -WALL STARTER STRIP, ANGLE SET 1" BELOW TOP OF n°c 4 - REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION. I, T MAX. GARAGE DOOR OPENING, SEE PLAN FOR WIDTH �, 1'-4" 4MASONRY: ATTACH w/ 11ga 1 3/4" ROOFING NAIL @ 16" O.C. U a Q Reference No. 21-14353 STD. NAILING FOR A. FOUNDATION 43% 2x4 #2 SYP HORIZ. FLAT BRACE @ 48' O.C. (EXTENDED MIN. (4) TRUSS BAYS) FASTEN TO EA. TRUSS ITT OM w/(4) 10d NAILS. NQTEs: SIDE JAMB ATTACHMENT IS PER ACI 530.1 CHAPTER 2 ASD SECTION 2.1.4 [SUPERCEDBSWAYNEDALTON r WALL SECTION- - CHORD 44: RIBBON AND RIM BOARD BEYOND. Sheet: 1 D BUILT-UP COLUMNS JAMB ATTACHMENT SUPPLEMENT] GARAGE DOOR ELEVATION FRM G @ SHEf>R WALL: UPLIFT L - J K � STANDARDISTORY SCALE: N.T.S, A N.T.S. SCALE: N S SCALE- N.T.S. SCALE: N.T.S DETAILS T N N Cl) T O T N W rr w C7 fit FLASHING REQUIREMENTS ,1 I -- r FOLD UP WEATHER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as RESISTIVE BARRIER & WEATHER RESISTIVE described In Section R703.4. \ / TEMPORARILY SECURE BARRIER EXTERIOR SHEATHING', !- WEATHER DOOR ROUGH OPENING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall tRESISITH/EEassembl b r gER WOOD FRAME CONSTR.y y p oviding awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of drainin to the eMerior waterthatEXTERIOR REFER TO TECHNICAL penetrates the exterior cladding.SELF-ADHERED FLASHING 3/4"A" BEAD OF CONSTR. SHEATHING LETTER ON CHEMICABY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER COMPATIBILITYOVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No..15 as halt felt shall be a lied horizontal) with the u er la er la ed PP 9 P PP Y, PP Y pP OR EQUAL WEATHER PROOF CAULKING over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 as halt felt or other a roved water -resistive barrier material shall P pP WEATHER be continuous to the to of walls and terminated at enetrations and buildin a ends es in a manner to meet the re uirements of the exterior wall envelo a as - SELF -ADHERED FLASHINGRESISITIVE P P 9 PP 9 q pBARRIERdescribed m Section R703.1.SEAL TOPS OF JOISTS -UNDER DECKINGmt °°°,SUBFLOOR(SEE DETAIL WP07) sl 1- R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based sheathing, shall FLASHING tl� ` -� SELF -ADHERED FLASHING include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed a HEAD FLASHING TIE-IN INSTRUXTIONS: independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the f` RIM JOIST z water -resistive barrier is directed between the layers. _K 1. Cut, fold o e temporarily secure weather resistive Exception: Where the water -resistive barrier that is applied over wood -based sheathinghas a water resistance equal to or greater than that of 60-minute Grade D barrier above header to allow for flashing NAILING FLANGE paper is separated from the stucco b an intervening, substantial) nonwater-absorbing layer or designed drainage space. installation 1 P P P Y g, y g y g g p 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 1 2 R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or r' 3. Fold weather resistive barrier back over head DO NOT FLASH OVER in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in flashingand seal with toe 2 2 BOTTOM NAILING 8 pp' g pp' P FLANGE accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with o a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other ca SELF -ADHERED FLASHING Scale: NTS approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing FLANGED WINDOW ■' SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 1 HALF ROUND WINDOW °•, n ,. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible (lashings shall comply with AAMA 712. Flashing at m 1r. exterior window and door openings shall be installed in accordance with one or more of the following: r 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or 5 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 4 THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 1.2 In accordance with the flashingdesign or method of a registered design professional, UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW - SHEATHING 9 9 9 OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 1.3 In accordance with other approved methods. SCORED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. RELEASE PAPER 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING, w (BEFORE FOLDING, SCORE 4. Continuously projecting above all rojectin wood trim. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) SELF -ADHERED FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. TONe best onhe Engineers kn go, infoanatlen and belief, BOTTOM OF PATCH 6. At wall and roof intersections. the sbucWrel glans and apecificatiorre contained within these THRESHOLD T At built-in utters. Rsidegecoth Edibththe gineees sigatun, an sealI g Resklengel 7M Edition. EngineeYs signature end seal Is only for Me sbuctural engineering potions of the drewing pages bearing SECTION -A (SEE DETAIL WP02) .._,fi `",. Engineees signetue and seal. 2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL a_ o s _- 1 "ffi, SELF -ADHERED FLASHING FLASHING AND WATERPROOFING METHODS TO BE USED. a^w' 0" � S F-ADHERED FLASHING ` SELF -ADHERED FLASHING 5 - 1 I r h°'Pr I' �h 3 �I�r+'�� Q 4 2 3" MIN s mLLLL 3 SEAL TOPS OF JOISTS O 6 4 r UNDER DECKING o doi'% t (SEE DETAIL WP07) 2 7 5 ' it: a -+ SELF -ADHERED FLASHING SELF -ADHERED FLASHING UZI-- JW Nih Z U -LiSELF-ADHERED FLASHING ■' • L = o EXTERIOR DOOR WITH DECK , INSIDE CORNER OUTSIDE CORNER W T SELF -ADHERED FLASHING n a Cement Plaster M LEGEND i / 1 n accordance with - SELF ADHERED FLASHING (SAF) g 1 STRIP OF SAF DRAINAGE PLANE (DP) WEATHER RESISTANT P T ASTMC926 gry° I BARRIER (WRB) --- - PRODUCTS O D U 1 S DETAILS 7/$° Cement Plaster m^ 0� _ DRAINAGE PLANE WRB BOND BREAK WEATHER RESISTANT BARRIER - --- Felt backed metal in accordance with SELF FURRING (SF) LATH m PLASTER ACCESSORY lathe in accordance ASTMC926 II BONDBREAKWRB SHEATHING,'OSB',PLYWOOD, DENSGLASs-�� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. with ASTMC 1063 Q 1:I AS PER FBC-R (CURRENT EDITION) pFelt backed metal __ sF ArH Building Paper lathe in accordance N I) Detail Instructions " withASTMC1063 I- w WRAP DP WRB ONTO Refer to the number marked as �# in each detail that corresponds to the ; 7/16" O.S.B. f6 1 l� THE VERTICAL ' ' % sheathing Building Paper V i l SURFACE Toro of numbered items in the list of instructions below: , l; I FLANGE AS AN AIR 'i / 7/16°O,S.B. �O ikls ll BARRIER 1. Install self -adhered flashingin order as shown b numbers Metal sheathing I 11 I 3-1/2" INCH FLANGE Y '` Flashing 1 1, 2. Install flashing and weather resistive barrier to form water shedding laps _ _ _ _ _ _ _ J l I 3. Self -adhered flashing can be substituted for building paper Weep Screed co ------ Installed As Per 5 E ------------ ll 4. Split the release paper using the ripcord (Split release on demand, t 8 I 1 Manufact. Specs. 11 embedded in the adhesive layer) - for ease of installation and to minimize o scoring cuts Maintain srRucruRAL FRAMING Bottom of Stampede or similar P IS 5. Remove all release paper per standard installation instructions and adhere to 2 PLASTER STOP A FAIL SHRINKAGE. substrate USIn a square piece of flashing material 6" x 6"Minimum Weep Screed cauk bottom STRUCTURAL SHEATHING g q p g ( ) 1 1/2" to 2" joint only -- - - - - - - - - Nor SEAL. 6. Fold as shown b arrows CONTINUOUS BACKER Y Above ROOF ROD & SEALANT -. STRIP OF SAF Weep Screed DRIP SCREED PLASTIC 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight Sheathing Accessoav Installed As Per ^ �--- ---- DRAINAGE PLANE WRB to corner j I BOND BREAK WRB 8. Mechanically fasten as necessary Manufact. Specs, HOMES O i ii l BE LATH Cement Plaster 1/2" Cementitious 3999 West First Street II „ Decorative Finish - l in accordance Sanford, FL 32771 with ASTMC926 0 • .•o,o All inside and f I o • (407)302-9871 over wood 2nd floor o,• outside corner will need to be miter (\ l PLASTER sroP ° •' o cut and caulked all .. A o,• butt joints need to a L CONTINUOUS BACKER ROD ^� 0, ,0' • ' & SEALANT Y•o, becaulked using ) 0) CEMENTITIOUS FINISH 0 2 ° Stampede or sim. ? T caulk for all Q r > LLI SOFFIT/CANTILEVER ■ , a) Lit N Q 0) Note: U r c M The building paper and metal lath must be LD o LL Cement installed over the top of the weep screed. 00 �: r, Plaster N N over block M o o 1st floor O d � ^ a N LL O a qt o��0z 6LLi o O a S ¢ $ Reference No. 21-14353 WEEP SCREI_-D DETAIL Sheet: SCALE: NOT TO SC - LE WP ATERPROOFIN WALL THING WALL AT TYPICAL ELECTRICAL WALL A13SO64B.Y :7JP SYSTE_M@7 SHEATHING 'WOCDKD OR LT. GA. METAL STUDS Lt1S-INCH GAP RECOMtIE NDED Al PANEL EDGES LJR ESG OTHERWISE PROVIDED BY MAi7NINED PROFILED EDGES — h INSTALL. ZIP SYSTEW TAPE OR ADHEMMBACKMFLAS M (MIDST htMr A414A 711 OR ACUO)r M SE+ GEIIiSmBOTT01%SWESD THEN TOP TO IMURE SHINGLE LAP t3 F AD4IESIV£ BACKED FLASHM — iW SX5� TAM 4 IN5TAL1Et:-[d Qt+JJ/EEpR♦ qA�yyLLA1Ip��Kp�sI1'IFS RI �' MT EW S4rlG'k}t'TaPlI OVEF&AP TAP EA WINIPUMOf i-IN AT A] I..T-.I(ANITS USE FLANGED ELECTRICAL I946 cEs 9R MEMBRANE FLA94-M4 TO F"OVAE FLANGES GES FOR iELECTi2lCFLBOXES » Sam rxu Z9AVt0TRYWSHU 3w-etc zm s1♦EATii1NG a TAPS TttkE�rr� acos�sa � .ei - every sitentim Mandfaclurer accepts tars respoasib1ty or liab8ly for the use Iof these or 1rri, i nml-i I ur ITD-2.1 SING CrIfitN RE-0 WOODS f. ZIP S\sTEMH aNEATRINO Z IS IN C I OPP RECOMMENDED ATAU FANELED0E9 UNLESS 0T. MWEM PROVIDED 9YTONGUENID TONGUE (TLT) OR TONOUEAND OROONIEETLO) PROPLE. 3, TAPE ALL PANEL AAM9 WITH ZIP 9y8TEM-FtASHIN0 THE 9EFORE INSTNILINO DR IP EDGE. 4 ZIPSYSTEMROLLER ROLLALLTAPE. r. 1 RANIN G f9Y OTNEn Z M DRIP EDGE INSTAI.LfOPERCODEOR 9YDBIGNER OF RECORD INSTALLED DYER ROOF CODERINGASREDUIRED EYTNE F INISHED P00FING MANUFACTUPEP 7. F"ETHETOP EDGE OKDRIP EDGE FL46HNa WiTHLe SYSTEM•' TAPE OR n HEBNE SACRED FVswN G MEETING, AANeA711 OR AC148 e. ZIP EYETEMROLLER ROLLALL TAPE, R-'3 DRAWING NOT70 SCALE W�r*as IO ' ` `' EXTERIOR ■ s >omli WAtI ASSEM6t Y 2F+:4YS2M&tSWEIRTkIG17 WOOD ORLT_ GA, WErAL BUNGS - - ALE _" iF91 it ax.wwiwow EMra ' go Alt MAI -.Org f COGM P yy N FDST£ttlZIP 87TniMMSKA AW, _ ASREQUItREn13Y %/ INSTALL ZIP SYSTEMOTAPE:ATAM p1516NER•dF-REGQREY Oft LOCAL = � IN4ERIOR CORNERS JOULDNG CODE �\ PASTENZIP SYS gNI O �/ the structural plans and speGilcations contained within these SHEATINNGA'S R EOURED AY / drawings ddmply with the 2020 Florida Building Code 6Esv.wp-or-RECORD OR, / Residential 7th Edigon. Engineers signature and seal is only for fire LOCAt.1 UKUNG. G'pOE' —._- _-.— / Engineer's signature and seanmering l portions of the tlrevrirM pages bearing � yy f E ffi D s o -.'`PIS" o YO m r Do#Do LL LL 01 h LL 1 IT n mom 3ww5 mLLli:�°'�d D 12 o DRAMAIG NOT TO SCALE BRN#M h TOWALE z—� t n m o DO WOO ��k Saw IamDwd Taa*r Dwm " sjyip9;N�.`i�niATatNu Oleae L _'� mZ�j �Y ra t1 SWO3W-CAB�Ip11N.NCiffifi2 ENC+1hr£r1FL� I Std16 • NCLD? 2 6Ns:INGTtz f+' B N Cc¢)❑O❑ sneATntt c a TAPE T�{eptEff0.3T3.9229-eww.z cn I eons erleErt+rNwcla TnrNF Be° 24-tin .np5 8m. c]$ w every situation. Mantdacturet accepts no tesporrsibNity-or tiabNty W#r a tine aftttese or other construction detals. every situatimv 6lanufaetwrer a e�detks eto reslwar Th j e r Nlty for the u nd theme nrathef erns taw.tY IT .r =» . ow loYV.Y , I," vts csrA± t. Ypt wmhm+R:'4f3YNN' tw,r, eaft W sir'cpareaRy kA;- WO bmintaft� whim. 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Lucie County Building Department Approval Submittal Affidavit Cade 202 Opening Schedule Updated 2-19'-23 Glass open Building Design Product Design FL# or Miami- Product Model # Manufacture Descriptio Attachment Method ID Pressure Pressure Dade n Attach door bracket to jamb w/ 5/16"x1 5/9" FL 9174.3 7'XI6' Garage Door 9100- 0230 Wayne Dalton ,{ lag screws not to exceed 14" O.C-_ The 2x6 Jamb anchored by 8" j-bolts @ 24 O.C. ea B side_ BLK 1/2x3lag, 1 5/8 emb_ Attach door bracket to jamb w/ 5/16"xi 5/8" FL 9174a1 7'XB' Garage Door 9100 - 028 Wayne Dalton N/A lag screws not to exceed 14" O.C-. The 2x6 Jamb anchored by 8" j-bolts @ 24 D.C. ea side. BLK 1/2x3lag, 1 5/8 emb. "Smooth Surface" / "Wood Grain" Inswing/Outswing Impact 6'8" Therma Tru Corp sidelight tempered 2x. Suck: 1/4" x 2 3/4"concrete screw @ 16" O.C. Head & Jamb. Frame. # 10 x 2 1/2" PFH; wood screw 14" O.C. A FL 20468.1 Fiberglass Swing Dr Fiberglass Swing Dr "Smooth Surface" / "Wood Grain" Inswing/Outswing Impact VONtempered Therma Tru Corp sidelight 2x Buck. 1/4" x 2 3/4" concrete screw. @ 16" O.C. Head & Jamb. Frame: # 10 x 2 1/2" PFH wood screw 14" O.C- A FL 20468.7 Fiberglass Glazed Swing Dr Smooth Surface" / "Wood Grain" Inswing/Clutswing r " Impact68 Therma Tru Corp sidelight tempered 2x Buck: 1/4" x 2 3/4" concrete screw @ 16" D.C. Head & Jamb. Frame: # 10 x 2 1/2" PFH wood screw 14" O.C. A FL 20469.4 Fiberglass Glazed Swing Dr "Smooth Surface" / "Wood Grain" Inswing/4utswing Impact 8 r%1 " Therma Tru Corp sidelight tempered 2x Buck-. 1/4" x 2 3/4" concrete screw @ 16" D.C. Head &.Jamb. Frame: # 10 x 2 1/2" PFHwood screw 14" O.C. A FL 20468.10 # 14 Screws to 2x wood buck w/ 13/19" FL 22401.3 Sliding Glass Door Series 120/130/140 Aluminum SGD Impact MI Windows &Doors Temp. embedment @ top and sides_ 3/16" x 13/4" concrete screws @ threshold. (see Details. for 2x wood buck to block) E (3) 3/16" x 2 1/4" concrete screw w/ 11/4" FL 21637.5 Windows W/ lx wood bucks or 2x wood Frame Series 1620 SH impact MI Windows &Doors See Floor Plan mi- embedment @ 24" O.C. Max See Chart See details for 1x buck to cmu attachment & # 10 wood screw w/ 1 1/2 min embedment 2x wood framing A C (3) 3/16" x. 2 1/4" concrete screw w/ 11/4" FL 21639.6 Windows W/ lx wood bucks or 2x Series 1620 11630 PW Impact MI Windows & Doors See Floor Plan mi_ embedment @ 24" O.C_ Max See Chart see details for ix buck to cmu attachment & # 10 wood screw w/ 11/2 min embedment A C wood Frame 2x wood framing Vertical & Horizontal M-1926 MI Windows & Doors Frame / Black (2) # 10 2" pan head w/ 11/2 min embedment (2) 1/4" x 13/4" concrete screw 11/4" emb. Window frame to mull # 10 x 3/4 screw. FL18504.1., .2 Mullions FL18504.5, a6 Mullions Vertical & Horizontal M-2302 MI Windows &Doors Frame ;` oCk (2) # 10 2" pan head w/ 11/2 min embedment (2) 1/4" x 13/4" concrete screw 11/4" emb. Window frame to mull # 10 x 3 4 screw. Attachment Requirements: Per Table 1F, FL 1654.1 Ctof Modified Bitumen PolyGlass USA A` + System W-32. ;L)C17, Asphat Roofing Shingles IKO Industries. LTD N/A (6) 11/411-12 ga. w/ 3/8 head roofing nails FL 30310.1 Roof Asphat Roofing Shingles Certain Teed Corp N/A (6) 11/411-12 ga. w/ 3/8 head roofing nails FL.5444.1 Zip Roof System TECH WRAP SYNTHETIC Huber Engineered Woods LLC N/A Zip Sytem Roof Sheathing FL 17146.1 Roof Sheathing Roofing ection of the products liste1 are based on • Florida Product Approvalsm Respective ManufacturesRetain And +24.3 / -26.7 M Sole Responsinnity for their Products. +27.6 / -30.0 +27.6 / -30.0 +27.6 / -30.0 +27.6/-30.0 +27.6 / -30.0 +27.6 / -30.0 +27.6/-37.0 +27.6 / -30.0 +27.6 / -37.0 N/A /A N/A N/A N/A N/A FI17194.1 Underlayments UNDERLAYMENT nuDuTEX INC. , TECH WRAP SYTHETIC UNDERLAIYMENT 770D Roof Louver: N/Aspaced Fasten using 11/4" ring shank nails. N/A FL 3792.5 OffRidge Vents Lamanco Inc. Aluminum Roof Louver Sit OC to base of flange, Channel ,m Wall. CMU- (1) 5/8" t-nail @ 24 O-C, or equivalent. Wood - Block/ 3/4 x.1/4 crown staple in diamond pattern @ 24" r FL 12194.1 Soffit 16" Full Vent Aluminun Coils Inca Frame GC_ +27.7 / 37.1 Soffit Eave: (1) 3/4" x 1/4" crown staple @ 8" O_C. Fascia Cap: (1) 13/4" x 0.072 1/4" head trim nail @ Hardie Plank Lap Siding & lames Hardie 0.093 x 0.187HD x 11/2" ring shank nail for +27.7 /- 37.1 FL 1319 2.21.4 Siding Hardie Shingle Siding d Building Products Frame Hardie sidingto 7/16 APA rated sheathing Nails a v , +67.0 / - 67.0 +47.0/-53.0 +60.0/-67.0 +50.0 / - 50.0 + 55 / -55 +50.0 / -701.0 +55.0/-55.0 N/A N/A N/A / -622.5 N/A N/A N/A. N/A N/A +48.0 / -64.2. N/A mom 1/1 1IN _-� 1/4 MAX" SE EA^MFV Si 4 -'AC IA4ERIOR VIN ID(E DISIANCF ttit-, 'T 06 1000 C jl S:-,Fy Y /O G^.D FRAM NG EXTERIOR OR 2x HOCK D -0EkS c/CRI D k P hf ALA V JAM® INSTALLATION DETAIL Wo00 FRAMING OR 2X BUCN INSTALLATION OPENING PRESSURES: M-DOPAE E E US F Vasd IN PRESSURES MARK _ gull - 60 MPH A a27.6 l -30.0 -26.4 ,7.6 f -37,0 `} ,P4-3 f -267 t E t ,,F4.7 ✓ -?83 0 aWAxdr Ki DETAIL N<Aw M sc'ap swl A4 FAA BILL DVAL 3B" RANI V, ATH -.,11X_ VAX p �11 111 II r 2: \11 F, X 1620SH REINFORCED RECTANGULAR EXTERIOR VIEW FINLESSB FUNGEINSTALIATION REINFORCED DE3IGNPRESSURE-- 'WoIC -- s50.W 70.01F$F j LARGEANDSMALL MISSILEANPACT MISSILELEVEL4 WM'OZ0.4EJ WRERE WATER PENETRATION RESISTANCE IS HEWWEO JAMB DETAtL YF mu ry 1 Ill 16211830 PW T EXIEPNWNFY Al C G S FMa&91 "AAtlE NMiaWINw Gnw Era wt.e CM �- Number of anchor lecahons required Frame Freme width n) Height 24.00 30.00 36.P3 0.00 1800 SA00 60.00 66.00 n.00 T3.00 Pn) H4S Jamb hf S Jamb N65 Jamb H85 Jamb MS Jamb H4S Jamb H8S Jamb XDS Jamb XBS Jamh HBS Jamb 14.00 2 3 3 3 3 4 3 4 3 4 3 5 3 5 3 5 3 6 3 30.00 2 3 3 3 3 4 3 4 J 4 3 5 3 3 5 3 6 3 36.00 2 3 d 3 4 4 4 4 4 4 4 5 4 6 4 5 4 e 4 a200 2 3 a 3 a a 4 a d 4 4 s 4 s 4 s a 6 4 0.00 2 3 5 3 5 4 5 4 5 4 5 5 5 5 5 5 5 6 5 5A00 2 3 5 3 5 4 6 4 6 4 5 s 8 s 5 s 5 8 5 60.00 2 3 5 3 5 4 s 4 5 4 5 5 s 5 5 6 5 8 s 61.00 2 3 6 3 e 4 8 4 e 4 8 5 8 5 8 6 8 8 8 6600 2 3 6 3 6 4 e 4 6 4 6- T2.00 2 3 6 3 e 4 e 4 e 4 6- 73.00 2 3 8 3 6 4 e 4 6 4 6 .. a `11F ,� EMOIii L"CRING A£SOGYAYEE 256 SO"Hhi Lane Suite 200 Maitland, FL 32751 I 0: 321-972-0491 F'. 407-880-2304 Certificate OF AutYntl2ation No. 9161 1 CARL A. BROWN, PE - FL # 56126 1 LUIS PABLCy'�Qilift Pg,�L#878 I 50 SCO *V�KQWSKI,pCbJ No 87864 n TO THE 9 fAy$$ $I(NVrvI-EDGE �� 010E eiURAL PLANS Are UNDERSTANCI Ly ANE6Pee CATIONS CO LY WITH THE FLORIDA BUILDING CODE SIGNED 0SEALED FOR THE STRUCTURAL PORTI OF THIS DRAWING. U 6 3 0 W a'a g 0 a in N U � a- LLE;DL�l a REVISIONS : N M J W o 0 LL �a a 004 o� ORIDA: F THIS STRUCTURE WAS DESIGNED 'IN ACCORDANCE AND VESTS THE REOUIREMENTS OF SECTION RMOF THE FLORIDA BUILDING CODE 7th Edition 2020 ! RESIDENTIAL ALL CONNECTORS HAVE BEEN CPECK'D TO WITHSTAND ALL APPLICABLE LOADS AND DESIGN CRETERIA STATED ON THE CO ER SHEET, DESIGNED WIND SPFED- VuII 160 IWPH /nod i94 NPH SHEET° PSL-COUNTY ii