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HomeMy WebLinkAboutBuilding PlanDATE IMARKI DESCRIPTION N w X fY w Col c� SI Abv. Above A/C Air -Conditioner A.F.F. Above Finished Floor A.H.U. Air Handler Unit BF B'dold Door Bk Sh Bookshelf BLW Below Bin. Beam Bot. Bottom B.P. Bypass door BRG. Bearing C Carpet CL Coach Light Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor D Dryer DB Door Bell Dec. Decorative Dbl, Double Die. Diameter Disp. Disposal Dist. Distance DMF Decorative Masonry Finish D.V. Diverter Valve (Plumbing) DV Dryer Vent (Fir. Pin.) DIN Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp, Expansion FBC Florida Building Code FC Filled Cell Fin. Fir. Finished Floor F.G. Fixed Glass Fir, Floor Fdn. Foundation F.O.M. Face Of Masonry FL Foot/ Feet ABBREVIATIONS FIX Fixed Galy. Galvanized G.C. General Contractor G.F.M. Ground Fault Interrupter GT Girder Truss Hdr. Header Hitt. Height H.H. Hand Held HIS Hose Bibb HIS Hard Surface Fir. Int. Interior K/Wall Kneewall KS Knee Space Laun. Laundry Lay. Lavatory LL Lintel Length LT Laundry Tub Mies. Masonry Max Maximum MC Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum MIL Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal PH PHONE Pl. Parallam PLF Pounds per linear foot PSF Pounds per square foot PT Pressure Treated Pwd. Powder Room PIN Picture Window P.P. Pre -wire RA Return Air sf. Refrigerator sq'd. Required m. Room ad. Round IS Rod and Shelf D or SD. Smoke Detector q Ft Square R. OD Sliding Glass Door h. Shelves hwr. Shower HT Sheet .V. Side Lights .P.F. Spruce Pine Fir q. Square .Y.R Southern Yellow Pine 3 Towel Bar smp. Tempered nik'n. Thicken O.B. Top of Block .O.M. Top of Masonry .O.P. Top of Plate R Towel Ring P Toilet Paper cans. Transom Window yip. Typical .C. Under Counter CL Under Cabinet Lighting .N.O. Unless Noted Otherwise RG. Shower Valves art. Vertical TR or ViE Vent through Roof/Exterior I Washer / With IC Water Closet I.P. Wedge Anchor Id Wood IDW Window IM Wall Mounted IP Water Proof IWM/F 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 errorsomissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All constructioil MUST be in accordance to the information found in these documents Any questions regarding the information found in these flans 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 acconlance to the terms of the agreement. GENERAL NOTES 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 1 1x1 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 sanctions M1502.4.5.1 through M1502.4.5.3. 6. If water based ceiling texture material is used, provide 1/R" 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 518" 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 clesst duct board, or other approved material and shall have no openings into the garage. Other penetrations shall be protected as required by section R302.11. 9. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. 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. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot- Not Less than 1/2" Gyp. Bd. 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. AREA TABULATION A FIRST FLOOR PLAN 1867 SQ.FT. LIVING TOTAL 1867 SQ.FT. GARAGE 409 SQ.FT. ENTRY 28 SQ.FT. TOTAL AREA 2304 SQ.FT. INDEX DRAWING INDEX Sheet No. SHEET TITLE I Sheet No. I SHEET TITLE I SN D1 WP a1M '11111trarp M lE: C � ' AA "'YR:�YI11 the stmcNml plans and specifications contained within Ease drawings comply with the 2020 Florida Building Code - Residental7m Edition. Engineer's signature and am[ Is onlyfor the structural engineering portions of the drawing pages bearing m J LL N 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L Q h w L LJ— LL G OO Z T C a N 00 in tip J LO rn Cl) J LL J w U Z X N Z w 00 wo 0 a� o coo 0- I— LL ci D- D 0 4 0 CS COVER SHEET N 11J rr x W_ h D (5 U) N O N n LO N w w rr UJ c� (n SEE PLAN V r/ASONRY WALL, SEE a a' I, LAN FOR REINFORCING. S°ROVIDE LOWER :? HOOKED DOWEL #5 CONT. @ TOP W.W.F. OR FIBERMESH REINF. AT PERIMETER WHERE THIS CONDITION ?C OCCURS AT V-0" FROM �' EDGE z a. U) w- xw Q 3 W CI 6,-0. X W N Q W 4J N :nut z GRADE - e #5'S VERTICAL DOWEL @ 48" O.C. WHEN GRADE CONDITIONS WITHIN FND. iv mcnnl uoc ncco annhln aeeV a Mom . 16" MIN. 1 2 S Rl� DEEP FOUNDATION OPTION SCALE: N.T.S. FRONT WALL OF GARAGE 3-1/2" CONIC. DRIVE W/ 1/2" EXP JOINTS 10' O.C. TYP. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE — — PROVIDE 13" WIDE RECESS @ GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR, a (° (2) # 5 CONT. SLAB RECESS FM09 AT OVERHEAD GARAGE DOOR SCALE: N.T.S. PROVIDE 1 1/2" RECESS REINF. — SEE PLAN F.F. SEE PLAN k d -- °' 1/2" EXP. JOINT SL.GL.DR. SILL FM15 BEARING SCALE: N.T.S. EE PLAN REINF. SEE PLAN F.F. ;0 O a \ tV (V Z\ °I. B. (2)#5 REBAR 1 SCALE: N.T.S. 2x BRG. WALL. SEE FLOOR PLAN FOR MORE INFO REINF. SEE PLAN _ e 16" [ (2) # 5 REBAR INT. BRG WALL (ALSOSHEARWALL) SCALE: N.T.S. #5 REBAR SEE FDN. FOR SPEC #5 DOWEL(S) FOR MAS. COLUMN (PER PLAN) REINF. SEEP N GRADE #5 REBAR MAT SEE FDN. PLAN VARIES FOR SPECS (SEE PLAN) 900 STD. HOOK COLUMN PAD FTG. - MONO SCALE: N.T.S. PLUMBING LINE TOP (2)- #5 x 4'-0 PVC OR CENTERED AT PIPE SCH40 SLEEVE LFPLUMBING TOP(2)-#5'Sx4-0" PEN TRATION A LINE CENTERED AT PIPE PVC OR PENETRATION SCH40 SLEEVE 4 a ° d ° 4 SLAB REINF. 4 III I 4 (SEE PLAN) ° �° a - Z ° �° a • 77- 4 A LSEEFOA3TZE 'r8 FFEItdF. z_ EFDN.PLA PIPE PERPENDICULAR TO FDN. 4" PVC SLEEVE FOR SIZE & TOP (2)- #5'S x 4-0" PVC OR SEE DN.P N THRU FOOTING REINF. CENTERED AT PIPE SCH40 SLEEVE FOR SIZE &REIN . PIPE VERTICAL THRU FDN. PENETRATION PLUMBING LINE PIPE PERPENDICULAR 3/4"-,'_o" °F- �o 4 TO EXTERIOR FOOTING 4 -°-----� III DETAIL *EFDN. FOR SIZE & REIJF. FM23 TYPICAL FOUNDATION PENETRATIONS /� SCALE: N.T.S. SECT. 'vA-All 8„ - F.F. -X ---- VARIES H IT l N Z ° i I ti # 5 CONT. — REINF. SEE PLAN 5 FMo2 SECTION _@ GARAGE SCALE: N.T.S. 2x BRG. WALL. SEE FLOOR PLAN FOR MORE INFO STEP -SEE PLAN REINF. SEE PLAN # 5 REBAR FM11 STEP DOWN BRG. SCALE: N.T.S. OW SEE PLAN 00 TYP. SEC. Z M ° ° 2 #5 CONT. SEE TYY ° ° 2 #5 BENT BARS W1 SEC. 4 a MIN. 25" LAP SPLICE --MINA 2 #5 CONT. DETAIL FM1g TYPICAL STEP FOOTING SCALE: N.T.S. REINF. SEE PLAN F. X_ zx 00 4 , - 8" FM03 THICKENED EDGE SCALE: N.T.S. REINF. SEE PLAN F.F. ------ -- -- $" ...,.(1) #5 REBAR - CONT. M03. THICKENED EDGE SCALE: N.T.S. SEI REINF. SEE PLAN FM12 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" DETAIL FM19 TYP. CORNER BAR PLAN SCALE: N.T.S. CONT REINF. :E FDN. FOR JANTITY X 25" X 25" )RNER BAR ONE IR EA. HORIZ. :BAR, TYP. U.N.O. STEP-DOWN REINF. SEE PER PLAN PLAN � E — -* ° ° - 4 ?�° III .. dp (2) # 5 CONT. (_ 16" FMO6 EXT. DOOR, SILL SCALE: N.T.S. MUDDED FLR. SLOPED TO DRAIN SEE PLAN F.F. d Z i 8" 4" °4. (2) # 5 CONT. FM14 SECTION @ SHOWER SCALE: N.T.S, W.W.F. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. ° --X_ 7— —1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN a FM20 CONTROL ,JOINT DETAIL SCALE: N.T.S. LOCATION OF BARRIER TO BE V-0" IN 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- 9 MIN. 4" DIA. SCH. 40 STEEL PIPE FILLED W/ CONCRETE FOR GAS a WATER HEATER PROTECTION --TOP OF SLAB 4 c ? ° - 14" MIN. DIAMETER ' CONCRETE FOOTING FM24 PRO VECTION BARRIER DETAIL SCALE: N.T.-;_ N ,e�„autar,•ra '�' O Cq 1. the structural plan and speclAca5ons m Insd within these drawings comply wb the 2020 Ronda Building Code - Residential 7th Edition. Engineer's signature and seal is anly for the structural engineering portion of the drawing pages bearing Engineer's signature and ant. HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 w LO LO co m U 00 u- Z N 2 >.0 m a ZW 00 r o-� 00 O JE T 00 �I'Q o� 0 m a a ° Reference No. 21-6996 Sheet: FND. DTLS. LU W 0 rn PRECAST "U" OR POWER STEEL LINTEL(S) INSTALL MIN. 25" LAP SPLICE FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL BETWEEN WALL REINF. & LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & TOP STEEL AT EACH SIDE OF LOCATIONS FOR REQ'D. CONT. LINTEL OVER OPENING WHEN TOTAL OPENING MULTIPLE ADJACENT WINDOWS) GROUT TO BE WIDTH IS 6'411" OR LARGER HURRICANE ANCHORS FLUSH WITH TOP PROVIDE SCREEN WHEN TYPICAL SEE PLAN OF WALL 10" BLOCK BELOW IS NOT OK REQUIRED TO BE FILLED. (Typ,) STANDARD 90 DEGREE HOOK HOOK LINTEL ` - '_ �� r r '+ _ _ := W TYP. BOND BEAM REINFORCING INTO f` 9': R.� - SIDE VERTICALS a C H 8" x 8" x 16" K.O. WHEN TOTAL � + -" - N LU LINTEL BLOCK OPENING WIDTH IS - - 1 Z " w O FILL w/ 3000 psi 6'-0" OR LARGER �-"�- ^''r •�Ir._ "'+I•, 'z' Ilf.. a 0 LL CONC. W/ (1) #5 �l(1 ROVIDE YXT HOLE 111'.. DIA. REBAR BOTTOM OF PRECAS PROVIDE STD. 90' L � LINTEL TO EXTEND .I J. STD. 90 DEGREE HOOK W/ MIN. 25" LAP WALL REINF. THROW SPLICE ON EA. END " I L. AS REQ'D. ANGLE 3000 psi WHEN TOTAL OPENING CONC. w/(1)#5 .,I c REBAR BOTH SIDES j•- REBAR BOTH SIDES { �• ; {,' DIA. REBAR IS IP4POR LARGER OF OPENING U.N.O. OF OPENING U.N.O. - 1-. 12" OR LESS PROVIDE KNOCK-OUTT. '^i " . "71 INDICATES BLOCK FOR FIRST FILLED CELL COMPLETE CMU _• .�1� FROMFTG. COURSE BELOW SILL & - • TO FILL SOLID W/(1)#5 BAR BEAM vat (1) #5 F.-• I• L'. 1 BAR WHEN TOTAL OPENING IS 8'-0" OR LARGER •'I I °- 1`, . .I CMU U.N.O. 1' TYP. DOWEL 25" MIN LAP ,'Ir. j+ (Acl53o) SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOOTING FOR LOCATION REQUIREMENTS DETAIL MS01 MASONRY WALL REINFORCEMENT SCALE: N.T.S. POWERS STEEL LINTEL NON-SHEARWALL SEGMENT PowerBox Steel LINTEL BEAM: LINTEL CROSS SECTIONS 1 COURSE LINTELdi .911111111,BLOCK W/ 1 # 5 TYPICAL SHEARWALL SEGMENT .^:" `•;.:,. ::5 < 1:. L1„ m, BAR & 3000 PSI GROUT, MIN. 25" •` L-8 e::., ,•`:"p.. LAP (ACI 530) ALL SHEARWALL SEGMENTS CONSIST OFAFILLED CELL EACH END WITHOUT O L-16 AN OPENING BETWEEN. +' O FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. CONC. SLAB GROUT ONE #5 (GRADE 40) OVER 6 MIL V.B. @ LOCATIONS SHOWN ON OVER CLEAN THE FOUNDATION PLAN L-20 a,.. AND FLOOR PLAN. MIN, E EARTH FILL, SEE PLAN LAP 25" (ACI 530) r El TOP OF SLABEl �' �' •` e4.; ... NOTE: SECTION BETWEEN DOWN RODS 1" L-22 L-24 L-32 ARE CONSIDERED SHEARWALLS O O O UNLESS OPENINGS ARE BETWEEN THEM. BALL LINTEL LENGTHS GREATER SECTION THAN 22'-8" WILL REQUIRE (2)-#5 TOP MS02 TYPICAL SHEARWALL DETAIL OR (2)-#5 BARS TOP & BOTTOM f t u I M. v1 %j J O O O T-6" LL 5'-10" LL T-10" LL C a m J 5 ! ✓ CC To the best of the Engineers knowledge, information end balief, the structural plans and specifications contained within these drrxings comply with the 2020 Flords Building Code - Resldentlal Aft Edition. Engineers signature and seal Is only for the structural engineering portents of the drawing pages beadrg Engineers slgnalre and seal. W E�9S g o o y � ILLS� LL Nm Ncy cy w l� �L5/aD1 19 JLLLL �D' � OF2 t a O 22 S_K O G� W oi^'Od�a W W o'°'LL JLLCUk� N CNnZ =J N "f, ��❑❑❑ W CD a N r n CD .• V I m r n , M j M 4'-6" LLre LL �. ti U O 20 ass iN o Ln N (� s N ` ni R' E 2 8 I SCALE: N.T.S. o m ry W S IN 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- FL23932, LOTTS - FL17867.1 ° NS REBAR AT LOP �. #5 REBAR AT TOP N. (1) REQUIRED MIN (1) REQUIRED J TOPKNOCKOUT/ J r = NIr LINTEL BLOCK U LLaI COURSE GROUT TOP TOP KNOCK Q ¢ U 6 REBAR OUT/ O BLOCK a0 2 AT BOTTOM w F COURSE If) Z OF LINTEL CAVITY W Q D- u6 r Q l> ADDADDITIONAL ON > J UNFILLED UD ° REINFORCING W COURWS)AS r PROVIDED F REO'D FOR LINTELS. IN LINTEL f (VARIES) I REQUIRINGMORE U.] } THAN 18" IN DEPTH � 7-5/8" ACTUAL = W 8" NOMINAL WIDTH > SUB-0&1T PRECASTLINTEL WHEN TYPICAL LINTEL DETAIL LINTEL IS TO BE SCALE-N.T.S. INSTALLED OVER DOOR USE 8RU6 ° #S REBAR AT TOP BOTTOM MIN. (2) REQUIRED REINFORCING _ ° rl PROVIDED IN �"J LINTEL _I U7 TOP KNOCK OUT/ (VARIES) e UNTELBLOCK UNFILLED LINTEL DETAIL �I Q COURSE SCALE "NT.3. or • LLJJ Z r U FORM 8 GROUT SOLID REBAR AT BOTTOM BOTTOM OF LINTEL CAVITY d. ZBOTTOM REINFORCINGPROVIDEDIN EVA LINTEL VARIES) BARCONT. �c 5/8'7 ACTUA� 8F12-1B/1T 8" NOMINAL WIDTH Ov ON "U" LINTEL DETAIL "V' LINTEL DETAIL SCALE= ..8. SCALE "N.T.S. MATERIALS GENERAL INSTALLATION NOTES 1. Pc photon lintels =3500 Psi1. Provide fun mortar head and cou joims. 2. fc presV&ased]inlets =60D)psi. 2. Shore filled lintels as required 3. grouted per ASTM C476 fg= 3000 psi W 3. installation of lintel must comply with the architectural and/or structural dravings, maximum 3/8" aggregate and 8" to 11"sump. 4. U-Lintels are manufactured wlth 5-12" long notches at the ends to accommodate 4. Concrete masonry units (CMU) par ASTM C90 W vertical cell reinforcing and ggrouting. minimum net area compressive stramgm=19M psi. 5. All Meters meet d, exceed U360 vertcal deflection, tlintels lTd"and d 5. Reba per ASTM A615 Grade 60. longer with, a rurdnd height a 8' meet exceed U180. PresVessb wwoper ASTMA418gratl2 6. Boupnfldtl atldadd, W be located at the baton of the Intel cavity. 6. 7132wr per AST 7. 7W diammer wire stirrups are welled to the bottom sued for medrando anchorage. ]/er wire Der 8. lace concrete May he provided in completes richer in Ilea a e y ProM1v p po"� TMC2A)1y Masltim ]. Mortar per ASTMC210 typaMaS masonry units. 9. Safe load ratings based an rational design analysis per ACI 318 and AG 530 1a Floods Product Approval No, 158.1 11. The exdedor surface of lintels Installed inextenor concrete masonry walls shall have a Coating of sm¢o applied in accnnlance with ASTM C-926 or after approver] OD ing. - 12. Unlels boded simultaneously vvRh vertical (gravity and uplift) antl halzmtal (latent) loads should be checked for combine loading with Me fdivwing equation: Applied vandal load Applied horizontal load i 1.0 Safe vertical loetl Sere horizontal load LINTEL DESIGNATION SCHEDULE LINTELIN MARK MARK REQUIREMENTS REQUIREMENTS F = FILLED WITH GROUT / U=UNFILLED R= RECESSED UANTITYOF 0 8RF"B/1T O 8RF14-OB11T 0 8F8-0B/1T O 8F1NBI1T #5 REBAR C BOTTOM OF LINTELCAVRY Q 8RF14-1B11T O SF20-OB11T 8F16-1B/1T O 8RF22.OBIIT 8F16-1 B/1T O 8F20.1B11T R 8F24.0B/1T NOMINAL TQUANTITYOF WIDTH #5 RERAR AT 8RF22-1B/1T 8RF3NB/1T G O 8F24-18/1T 0 8F32-OB/1T TOP "GMI"AL O 8RF3018/1T O 8F28-1B/1T HEIGHT TYPEDESIGNATION OI 8F32-1B/1T Q 8F40-1B/1T O "SEE DETAIL ABOVE u 8F16.2612T O 8F8-1B/lT O 8F12 1BAT ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16"X3" 12"O.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 2x8 3/16"X3" 12"O.C. 2 0 HOMES 3999 West First Street Sanford, FL 32771 NOTE: TAPCONS TO BE 6"FROM ENDS FASTENING OF WINDOW (407)302-9871 #5 REINF. TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. BAR..... ......, R 1 7/8" TIE -BEAM C O N CONCRETE LINTEL tT 0 4'-6" LL #5 STD. 900 HOOK (2) 2X P.T. -- - Q „_ , SCALE.. 1 -0,. BUCKS m U KS W/ Nj� �MIN D M 1/2" O.S.B. 20"MIN. LAP BETWEEN WLO #3 OR #4 REINFORCING - �M -; J LO BAR 4'-6" LL 17 -4" LL. 4'-6" LL T-4" LL � N J #3 & #4 LAP SPLICE (,) L 00 U_ Z J W 25" MIN. LAP (D m Z N #5 REINFORCING BAR # AP SPLICE .t� L W Q. O O O dc0 o � 00 O 36" MIN. LAP y _�#6 8 U_ E OO m O D- REINFORCING BAR E X) m ~ LL �' #6 LAP SPLICE FASTEN PT 2X NAILER -IF DOUBLE 2X NAILER IS USED, v D. a eference No. 21-6996 TO MASONRY USE 1/4"X4" TAPCONS. SEE OTHER Sheet: 2.0 DETAIL DETAIL NOTE FOR SPACING REQUIRED. MSO5 REBAR SPLICE DETAIL "GRADE 40 U.N.O. MS11 2x BUCKTO MASONRY SCALE: N_T.S. SCALE: N.T.S. LINTEL PLAN =1'- LINTEL PLAN SCALE: 1/4" 0" O 0 T LNL I rr W 0 to 0 n T 1 01 TYP. O 25 SH HDR. @ 6'-r EGRESS AR'_)" 2'-0" 20'-0" 26'-0" 29-Y X V0 CONC. PATIO SLAB T-6" X T6" CONIC. PAD 7 I COND. 2'-8" 21--0" TYP. 14'-10" 4 91_6" 1 35 SH 35 SH O HDR. @ 6'-8" 5068 SGD : TEMP. O D1 j HDR. @ 6'-8" EGRESS 11'-01" 22'-3" LL2868 13'- 8" x r SIN � I r 1 r 1 T-5Z' 8-0 8 ..... ....... n I 111 - w ~a x--) r ROOF G.T. _ _ _ _ _ _ _ _ '. _ lit ce ............I li GREAT ROOM r00 o D0 o R N DINING sIr9K 5I 8'-1 1/8"CLG. HT. 8'-1 1/8" CLG. HT. to MASTER BEDROOM 8'-1 1!8" CLG. HT. AIN II p r O I II a u'llao R O 1- - 3 O11 gg', O) 3 KITCHENu N zI 4a _ 8'-1 118" CLG. HT. 2-5" U 2668 BF R in I 3068 BF 1 PANTRY I r 1 W.I.C. `� I . ': o N (4) 16" SH. ° ., - TUB/SHWR -IN �,. bN 8'-1 1/8" CLG. H a I r 111 1 7 45 .......... 5" 4'-91" f 6'-Og" 41, 1 T-3" 1 2 1 a PLATFORM L- -------- 3 a @ "A.F.F 'r, RISH q• 7.0 0 V... 3 C M. BATH r......... c�7 m _ 8'-1 7/8"CLG. HT. 10'-11g" BEDROOM 2 51 All R -Y g 1" 7.0 L-081" 5' g8' 2648'° 3'-0' 91 811 O U 8'-1 1 /8" CLG. HT. - - _ -_ -_ -_ .. . ,,.. 1 60 F. . -, • `1 A. 2 .......... ND DR. @ T-4 HOWE T - '-1 118" G. Tw FS41 Y a 8" G. HT. I 7 8' 88" 00 1U' 1g' s 0) `i � -54X22_5 N ATTIC - o 00 _ 286 L=_ .AG'CEgS 5068 BF N N O I 1N v )6-7" 6'-7$1 r V-72' 6'.�" d 1'-78" d BUILDER TO PROVIDE S01 MS02 R/SH N I APPLIANCE PROTECTION 8 RISH II WHEN REQUIRED PER FBC RISH = ------I ------------� -- 2-CAR GARAGE 5068 BF N fV 5068 BF 8'-1 1/8" CLG, HT. A.F.F. 61_8" 18'-93" Iced O FURRED -OUT WALL,N od od od N N e FOYER ap -1 1/8" G. HT. SEE PANEL WALL _ r -ROOF G.T._ - 1(}LW - y - - - DETAIL A18.0 r _ --- - - - - - FF BEDROOM 3 BEDROOM 4 I 8'-1 11/8" CLG. HT. 8'-1 1/8" CLG. HT. 75" TYP. @ 10'-18 10 2$' 11 , 4 3 " I 3„ GARAGE 18 8 D1 a JAMBS O O 8 I a1111 EN�RY B-T178"CL�,.TIT.A. F O 16070 OVER HEAD DOOR --------------------------- ---------- 25SH 25 SH HDR. @ 6' 1 HDR. @ 6'-8" ul T-4" EGRESS D1 101-4" EGRESS 4'4" A .0 T-0" 16-0" 2'-0" CUBIC VOLUME:14936 CU. FT. 22'4" 20'4" AtV-0" Ir 48'-0" 0 fV 1 01 TYP. 0 CD T WALL TYPES LEGEND BEAM SCHEDULE Masonry MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) USP ® 8" NOM. CMU @ V-1 1/8" A.F.F./ Furring, Insul., and D.W OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO "* SEE NOTE-2 BELOW BM1 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN Framing 12" O.C. TYP EACH SIDE (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP Standard 2x4 Framing -Wood or Steel OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO Standard 2x6 Framing - Wood or Steel BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN © Interior Bearing Wall 12" O.C. TYP EACH SIDE rame Wall LocatedBelow .. w ap (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP - Wood Or Steel OSB FLITCH PLATE, NAIL MSTA18 OR (2) USPHTW24 TO BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO:0733Z:ZZ=, Insulated Interior Partition (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE BEARING WOOD WALL SCHEDULE 3 Y2" x 9 Y4"GLULAM CONNECTION: PROVIDE (2) USP BM4 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO STUD CONNECTION & FASTENERS LUMBER UPLIFT WOOD POST OR (O USPTAI8 MARK SPACINGTOP BOTTOM SPECIES CAP. [plfJ A CMU COL. U.N.O. ON ROOF PLAN 3 Y2" x 11 Y4" GLULAM CONNECTION: PROVIDE (2) USP BW4 16" (2) 16d TOENAILS (2) 76d TOENAILS SYP NO UPLIFT BM5 / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO O(1.9E WOOD POST OR (2) USPTAI8 TO RraAwi wl CMU COL. U.N.O. ON ROOF PLAN BW5 16" (5) 10d NAILS -STUD; (5) 10d NAILS -STUD; SYP 450 3 Y2" x 16" GLULAM CONNECTION: PROVIDE (2) USP (2)10dAW1 PLATE (2) NAILS - PLATE RT BM6 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO BW6 tc (5)10d NA LS STUD; (5)10d NAILS STUD; SYP 900 WOOD POST OR (2) USPTAI8 TO (5)10d NAILS - PLATE (4) 10d NAILS - PLATE CMU COL. U.N.O. ON ROOF PLAN BW1O 12" 2 i6d TOENAILS O (2) i8d TOENAILSNO SYP UPLIFT BM7 5 %" x 16" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTA18 OR (2) USPHTW24 TO RTaAwi R w/ WOOD POST OR (2) USPTAI8 TO BW11 12" ( i)iOd NAILS STUD; (5)10d NAILS -STUD; SYP 6130 CMU COL. U.N.O. ON ROOF PLAN (5)10d NAILS - PLATE (4)10d NAILS -PLATE 3 Y2" x 14" GLULAM CONNECTION: PROVIDE (2) USP FSW12 12" (5) 10d NAILS -STUD; 1(5) (2) HTBA WI (5) 10d NAILS -STUD; SYP 1200 BMa (1.9EI Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO 10d NAILS - PLATE (4)10d NAILS - PLATE 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 11 (MIN 4" BEARING EACH END) FLOOR .IF FORHEAD MINRI SIZE. DOUBLE2x R CONNECTISEEON INFO. IF HEADER IF SEE ® FOR COICATED 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS AB WITHIN WALL INDICATED ABOVE WITH No uauFr, 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY CONNECTORS INDICATED IN V CAN BE IGNORED, V11THf11 IT WRITTFN APPROVAI FROM THE F_O.R. FRONT PORCHES: ALUMINUM SOFFIT MATERIAL REAR PORCHES: TEXTURED PAINTED: 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/ IYPE "W" 1 1/4 " DRYWALL SCREWS @ 8" O.C. IN FIELD AND EDGES AREA TABULATION A 1867 _ SQ.FT. FIRST FLOOR PLAN LIVING TOTAL 1867 SQ.FT. FLOOR PLAN GARAGE ENTRY 409 28 SQ.FT. SQ.FT- SCALE: 1/4" = 1'- 0" 1 TOTAL AREA 2304 SQ.FT T/ WALL MASONRY WALL SEE _ PLAN SEE PLAN (1) 2x SYP #2 STUD DOUBLE 2x 1x6 OR 1x8 FUR STRIP TOP PLATE STANDARD HOOKS, SEE MS05/2.0 FOR MORI 2x STUDS PER INFO PLAN/SCHEDULE ATTACH FUR STRIP TO MASONRY w/(2) ROWS 2x MID -SPAN BLOCKING 0.099" X 1-1/2" CASE wl (2} 12d TOENAILS @ HARD NAILS @ 12" O.C. EACH END FOR WALLS ATTACH FIRST 2x STUD TALLER THAN &-D" TO FUR STRIP vd(2) ROWS 0.09V X 2-1/4" CONNECTORS TOP AND < CASE HARD NAILS BOTTOM PER 12" O.C. PLAN/SCHEDULE •: SEE FOUNDATION PLAN FOR MORE INFORMATION Zx P.T. w/3/8"die. x 6"LG. HEAVY-DUTY 'Fs• ED SW=WHEN DESIGNED SW=AS SCREW ANCHOR (WEDGE BOLT OR EQUAL) A SHEARNDESIGNED 2) w/3" x 1/4" PL. WASHER (TYP.) w/MIN. 13/4' E AT SYP #2 TO BE USED EDGE DISTANCE; OR 1/2" AB. OR 1, - A.T.R END OF WALL wl x EPDXIED w/T MIN. EMBED. (IF AT STEP, 7" 6" USP WEDGE MIN. EMBED. PAST LOWER SLAB); 3Y O C. EXPANSION ANCHORS TO BE UBED IN LIEU OF CASE HARD NAILS "SEE NOTE 7 BELOW " GENERAL NOTES NOTE-1: OPTIONAL CROWN MOLDING TO BE INSTALLE ONLY IN THE FOLLOWINGS ROOMS: • FOYER • GREAT/FAMILY ROOM • DINING ROOM • KITCHEN/NOOK • MASTER CEILING AND TRAY • FLEXIDEN ' AS NOTED NOTE-2: 40 MIL PVC SHOWER LINER IS USED FOR ALL SCHEDULE 1H3SH 25 1/2" x 37 318" 27 1/4" x 38 3/8" 1H4SH 25 1/2" x 49 5/8" -_ 271/4"x5050' 1 H5 SH 25 1/2" x 62" 27 1/4" x 63" 23 SH 36" x 37 3/8" 37 3/4" x 38 3/8" 24 SH 36" x 49 518" 37 314" x 50 5/8" 25 SH 36" x 62" 37 314" x 63" 33 SH 52" x 37 318" 53 7/8" x 38 3/8" 34 SH 52" x 49 5/8" 53 7/8" x 50 5/8" 35 SH 52" x 62" 53 7/8" x 63" 4030 SH 47 1/2" x 351/2" 491X' x 361/2' (2) -25 SH 721/8" x 62" 73 7/8" x 63" (2) -35 SH 105 3/8" x 62" 1071 /8" x 63" (3) -25 SH 108 1/4" x 62" 110" x 63" 1H3FX(PW) 25 1/2"x 37 3/8" 27 1/4" x 38 3/8" 3010 PW 36" x 11 1/2" 37 3/4" x 12 1/2" 3012 PW 36" x 131/2" 37 3/4" x 141/2" 3040 PW 35 314" x 47 1/2" 37 1/2" x 48 1/2"' 4010 FX 47 1/2" x 11 1/2" 49 1X' x 121/2" w/ sill 4040 PW 471/2" x 47 1/2" 491/4" x 481/2" 4044 PW 471/2" x 51 1/2" 49 1/4" ;52 -1/2- 3715 FX 36" x 14 1!2" 37 3/4" x 161/4" w/o all 37 3/4" x 151/2" w/ sill FRAME WINDOW TYPE SIZE _ ROUGH OPENING 2020 SH 231/2" x 231/2" 24" x 24" 2024 SH 231/2" x 271/2" 24" x 28" 2030 SH 231/2" x 35 1/2" 24" x 36" 2040 SH 231/2" x 47 1/2" 24" x 48" 2050 SH 231/2" x 59 3/4" 24" x 601/4" 3030 SH 35 3/4" x 35 1/2" 361/4" x 36" _ 3040 SH 35 314" x 47 1/2" 361/4" x 48" 3050 SH 35 3/4" x 59 3/4" 36 1/4" x 601/4" 3450 ASH 39 1/2" x 59 3/4" 40" x 601/4" 4050 SH 47 1/2" x 59 314" 48" x 601/4" (2) - 3030 SH 71 5/8" x 35 1/2" 72 1/8" x 36" (2) - 3050 SH 71 5/8" x 59 3/4" 72 1/8" x 601/4" (2) - 2630 SH 59 1/8" x 35 1/2' 29 5/8" x 36" 3010 PW 35 3/4" x 11 1/2" 361/4" x 12" 3012 PW 35 3/4" x 131/2" 361/4" x 14' 3017 PW 35 3/4" x 18 314" 36 1/4" x 19" 3060 PW 35 3/4" x 71 1/2" 36 1/4" X 77' 4040 PW 471 /2" x 47 1/2' 48" x 48" 30 -1/2 ROUND 35 3/4" x 17 7/8" 361/4" x 18 3/8" SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW. BEARING WALL DETAIL NOTE: ALL SWING DOORS ARE INSWING AND IF YOU NEED OUT SWING 0318 OFF HEIGI DOOR TYPE SIZE MASONRY OPENIP 2-0 [IN-SWING] [IN -SWING) 25 1/2" x 82" 29" x 83 314" GENERAL BEARING WALL NOTES 2-8 [641 (IN -SWING] [8-0] 331/2"x82" 33 1/2" X 98" 37"x833/4" 37" x 99 3/4" 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUDAS INDICATED 4. CONTACT E.O.R. IF SP4'S, SPB'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 5. IF "Btu" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WFOB/D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. ALL Zx EXTERIOR WALLS w/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 7. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10, THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE ATTACHED WITH HARD CASED AIL NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 8. SPt/SP2 DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD IN THE PLATE TO ACHIEVE THE TABLE LOAD. 1 Od=0.148" DIA. X 3" LONG. 3-0 [6-81 [INSWING) 3-(1) SL [6-8] D W/ [INSWING] 18-01 37 1/2" x 82" 51 1/8" x 82" 51 1/8" x 98" 41" x 83 3/4" 54 518" X 83 3/4" 54 5/8" x 99 3/4" 3.0 w/ (2) SL 16-8] [INSWING] [8-0] 641/2" x 82" 641/2" x 98" 68" x 83 3/4" 68" x 99 3/4" 6068 SGD 72" x 80" 75 1/2" X 81 3/4" 608 0 SGD 72" x 96" 751/2" x 97 3/4" 8080 SGO 96" X 96" 99 1/2" X 97 314" BOSS SGD 106 13/16"x 80" 110 1/4" x 813/4" COLUMN SCHEDULE 9080 SGD 106 13/16" x 96" 110 114" x 97 3/4" MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(M) C3 (3) 2 x #2 SYP (4)16d TOENAILS NO UPLIFT 12080 SGD 141 1/8" x 96" 144 5/8" x 97 3/4" ® (3) 2 x #2 SYP HTT45 w/ 5/8" ATR & (18) 16d X 1-1/2" NAILS0. 4160 GARAGE DOOR 96" x 84" 96" x 84" ATTACH BASE w/ (B) (2) LSTA24 2470 16 0 x 7'-0" GARAGE DOOR 192" x 84" 192" x 84" C5 4 x 4 P.T.#2 SYP POST HTT4(18) 1 W/ IL ATR & 18) t6d NAILS U = U = 4160 SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBE OF FASTENERS PER DOOR. C6 6 x 6 P.T. #2 SYP POST HTT45 W/ 5/8" ATR & (18)16dNAILS G = 16005 U-4160 HEADER SCHEDULE C9F4 x 6 P.T.#2 SYP POST HTT45 W/ 5/8" ATR & (18)16d NAILS 4160 MARK I HEADER SIZE REMARKS C11 5.25"X5.25" P.L. 1.8E Fb=2400 (WOLMANIZED IF EXT.) UPHD8 W/ 7/8" ATR & (24) 1/4"X2-1/2" WS3 WOOD SCREWS 8185 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE SEE NOTE #5 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE NOTE #5 NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEL CONNECTOR & FASTENERS. 3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE SEE NOTE #5 GENERAL COLUMN NOTES 4 (2) - 2X121l2 SYP W/ 1/2" FLITCH PLATE SEE NOTE #5 1. SEE FLR. 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/D1 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 5 31/2" X 7 1/4" GLULAM (1.6E/Fb=1,500 PSI) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENING OPENING SIZE 2x4 WALL 2x6 OR 2X8 WALL JACKS EA END KINGSJACKS EA END EA END K EA Ell, 160 MPH OPENING PRESSURES C&C LOADING ENCLOSED EXPOSURE "B" - 23' MEAN ROOF HT 1'-0"-3'-11" (1) (2) (1) (2 >4'-O" BUT <9'-O" (2) (3) (2) 1W-D"-16'-0" (3) 4 (3) (4) GENERAL HEADER NOTES WIND INTERIOR WALL ZONE (4) EXTERIOR WALLZONE 06 _EFFECTIVE - AREA S( 4. FT.) (MORE THAN 4-FT. FROM BLDG. (4-FT. OR CLOSER 7o BLDG. CORNER 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED CORNER) 2. IF HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPI AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR 0 -19.99 0 + 27.7 PSF / - 30.0 PSF O +27.7 PSF / - 37.0 PSF 3. REQUIRED CORRECTIONS LIND ON PLAN. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER 20 -49.99 3� + 26.4 PSF /-28.0 PSF ® +26.4 PSF / - 34.0 PSF 4. 'CONNECTION FOR REQUIRED CONNECTIONS. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH 50 - 99.99 O + 24.7 PSF / - 27.0 PSF © + 24.7 PSF / - 31.0 PSF PER DETAIL KID1. SOFFITS + 27.7 PSF /- 37.0 PSF 5• FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 1Od (END ZONE) COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 GARAGE DOORS ® + 24.3 PSF / - 27.5 PSF 6 OR LARGER. FFASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. and Florida Building Code - ea signature and seal Is only far rn S 6 0 3-Igii1 0 UN N C RI e LL r in w J W W d1 p/ n �: u. a a W rn si si 93 o z c yyyp� O j N m O J Z a" y m N N M � J N � OU�Q❑ HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L 03 E Q LO W 0) It co U _J 00 D- z J m U Z N 00 W d O O 4i(D O f o 00 o °c I'L' OO m 1- LL c a o a 0 II_.__ 3,0 1 FLOOR PLAN N 0 CV n L0 N W X W c� W �IW 60 12 4� FIBERGLASS SHINGLES, TYP. WDW. HDR. -- ---- - - ------ & ` DMF ON BLOCK, TYP. 4 1 X 4" ETCHED , BAND, TYP. a s FIN. FLR -- — — — — — — — — — — — — — — — — — --------------- FIBERGLASS SHINGLES, TYP. 12 4L_-� r- 6"ETCHED BAND — 12 �Q4 12 �4 7N7 STD. C.L. PREWIRE O -4" ETCHED-' BAND, TYP. A 1 ION :: 1/4" = 1'- 0" ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT \NITH 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 compadbility with adjacent wood preservatives per the manufacturer's recommerdations. "CALCULATIONS BASED ON THE FOLLOWING VALUES" RIDGEVENTS - 15 SO. IN. OF NET FREE AREA/LINEAR FT, OFF-RIDGEVENTS- 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 30. IN. of SO. FT. o1 LF of 80. IN. of SO. FT. of SO. of ti n t ventilation m SPACE ventilation vented vented soffit ventilation vented be provided requlretl provided required dY upper nestled need ventilam,a FIRST FLOOR PLAN 2359 2264.E 101.E 900 1132.3 25.4 566.2 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 ,tgt.a,2tas:ra� c�.1 t-. 4.......... . r C` .< % the structural plans and specl&atIons contained within these drawings cornply with the 2020 Flarida Bullding Code Residential 7th Edition. Englneera signature and seal is only mr 0 N�°iY,Jia a M M 3 IL w sf J LL yLL Z L O Q Y p] J y M CJ� y o CY u°oi Z Q U s N �U��❑ e HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 T.O.M. — — — — WDW. HDR. -------------------------------------------------- —-------------------------------- n c� Q _N W rn Cl) Bo oD STRUCK BLOCK N J ED 2 00 ILL Z N LL m } U ZW o FIN. R.----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1` n a a 0 — — — — — — — — — — — — — — — — — — — — — — — 20'-0" x 10'-0" CONC. m " ' '' � ^ O = LL C0 E OO Iz o IL SLAB . " E Zr— 00 {— � LL IL ¢ $ GHT ELEVATIO SCALE: 1/4" = 1'- 4.0 ELEVATIONS N W W 0 fn ff 1\ / ELEVATION NOTES i f 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) c-' Coastal Fleshings: all fleshing 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 theyl�'• t_ S manufacturer's recommendations. FIBERGLASS f SHINGLES, TYP. 12 sees �— 12 4� _ Q4 T.O.M. LU — -- -- W� WOW.HDR. 1-01 --- —---------- 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------ 1 bo bo STRUCK BLOCK io -------_---_. _.---_----._.__--___.. __---.. _-----_ ____._--------- --_--- To the best of the Engineers knowladge,l imetlon and ballet, tits eNxiuIs plane and speclfitellons mntelnetl wltlun these drawings con" with the 2020 Florida Bunning Code- 20'-0° X 10'-0" CONC. Residentlel 7th Editor. EnginWs signature and seal Is only for the sauctural Nglwdng porllons of the drawing pages bearing PATIO SLAB Engineers signature and seal. to a $ "CALCULATIONS BASED ON THE FOLLOWING VALUES"' • RIDGE VENTS - 15 SO. IN. OF NET FREE AREA/ LINEAR FT. o on LL • OFF -RIDGE VENTS- 140 SO. IN, OF NET FREE AREA/UNIT • SOFFIT VENTS - 22.3 SD. IN. FREE AREA/ SD. Fr. — '� ,� m o w w n, w LL y a 1/150 Rule 1/300 Rule rn Y m LL i a 3 SQ. IN. of so. Fr. a vented LF of SQ. IN. of sQ. Fr. or ventedto SO. IN. of to ventl1-v0d Arrlc SPACE O a rn ° = t m ~ 13 ventilatbn so1Rt vented soffit ventilation soRl[ be Provided d i 5 = c m O repaired needed Provided required needed per W d ventilators ro Z N m Z 3 Lo y LL = °6��� FIRST FLOOR PLAN 2359 2264.E 101.E 200 1132.3 25.4 555.2 REAR ELEVATION SCALE: 1/4" = 1'- 0" W 0 N N r � m V I 0 nn11 Wm LL o 0 O �m L r Y FIBERGLASS SHINGLES, TYP. 12 12 4�4 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 T.O.M. WOW. HDR. v . --- —------------------------------------------------------------------------------------------ STRUCK BLOCK—-—,,"", T Q °Q i0 r so W W m V M J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FI LR. U 0000 Z LL 20'-O" x 10'-0" CONC. L o J W PATIO SLAB n- m Z W O W 0- 0- 1... 000 O E � a LL- N c0 O E c 00 v I— LL °cLL Z 0 2 p 3 0 U 10. Q Reference No. 21-6996 Sheet: 4.1 LEFT ELEVATION ELEvarioNs SCALE: 1/4" = 1'- 0" VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (1st Floor) 1 140 Total Ventilation Provided by Upper Ventilators 140 1/150 Rule used; Off -Ridge not part of Calculations r N C. N n r LO N W W_ F- C7 U) W INi LL W U) 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 (ULTIMATE) WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY ! EFFECTIVE WEND PRESSURE AND SUCTION (PSF) WIND AREA (+)VALUEDENOTESPRESSURE HIP ROOF >20TO45DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4.12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r* HIP -37.02 -51.06 -51.06 -51.06 TYPICAL TRUSS STRAPS U.N.O. ON ROOF FRAMING PLAN - TRUSS TO WOOD FRAMING: (1) 6" LG. TRUSS SCREW w/(2) 10d TOENAILS SEE NOTE ( ) -TRUSS TO MASONRY: (1)TA18 54 ❑ USP HARDWARE -160% REF # 2019 59TH EDITION FASTENERS CATALOG UPLIFTS ROOF MARK I'RODUCTCODE# NAILS- 2 TOP CHORD NAILS / 2 BOTTOM CHORD NAILS NAILS 6" LONG TRUSS "LO SCREW FMFFoo6 50WC 15600 FASTEN MASTER FRAMEFAST SIMPSON STRONG DRIVE 690 616 1 Hus zs HUS28 (14) (6) iM HEADER led TRUSS 1890 2766 2 Husza xusza ,8)1led HEADER e 16tl TRUSS 2410 403s 3 JUS Z6 LUS28 (4) 10d HEADER (4) IN TRUSS Sao aeo 4 MP6F LTP6 (6)/(6) Btl TYPE1 RIM BOARD I PLATE b96 598 10 GABLE 37.00 -37.00 -58.99 -58.99 -58.99 -76.03--c---- �-- ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE): i \ �r'v j / I / I ZONE 1: ASTM F1667 RSRS-03 10d NAILS 4" O.C. ON EDGE AND 4" O.0 IN FIELD I �� % I ( ) @ I I JACK TRUSSES TO GIRDER TRUSS SHALL BE NAILED TOP/BOTTOM CHORD. FOR VALLEY SET TRUSSES, SEE ENGINEERING TRUSS PACKAGE FOR CORRECT CONNECTION [VC1] 5 MPAi A35 (6) 8d STUD TO PLATE (6) M RAFTER TO PLATE 82b 826 g SKH 26 UR SUWL26 I6)16d HEADER (6)10d X 1112" JACK 1136 890 7 SKHH 26 UR 118) i6tl HEADER (12) iM X 1112" JACK 796 1795 ✓C J 1 c J3 J5 i I 4 I I 48' OII 1 v mot' D1 �P. d- �' M to f� 4T r r r r r r r r -13 � R ' .'T. ^ _ d' r r __L-r v '� v r r r r h --- - + �. �� In r LO t-. r_ I 1 I y I 4 I 1 I I ; 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j ©1 I ®I I I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I I I ROOF SHEATHING: 1 1 ( 1 SHINGLE: 19/32" STRUCT 1 ZIP ROOF SYSTEM I I� I I® I �E.'J I I TILE: 19/32" STRUCT 1 ZIP ROOF SYSTEM I 1 1 1 NOTE: j_ L_ 1 -�'_a Wig], 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/g" x 0.113") NAILS hCl\ 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15%2",SHEATHING SHALL BEFASTENED B .'yp1' WITH ASTM F1667 RSRS-03 IOd (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 't 8=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER WI BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W! BLOCKING PER NAILING SCHEDULE, ��` �^ I� V 14 34 0 ^ 54 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 2'-0" 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. 8 SUH 28 U26 (6) iM HEADER (4) 10d Xit/2"JACK T6S 10M a SUH 28 --- Ile)1M HEADER (6) 10d X 1112" JACK 876 1336 10 THD 26 HTU26 (18) led HEADER (12) 10d X 1 1/2" TRUSS 2265 3wo 11 THD 28 HTU29 (16) tad HEADER ( ) iM TRUSS z31a azoo 12. THD 28-2 HTU28-2 HEADER (28)ledHEADER (16) 10d X 1 1/2" TRUSS 2588 4880 13 THDH 283 HGUS28-3 (36) led HEADER (1211odXi112"TRUSS 4345 8175 14 THD 48 HHUS48 (28) lad HEADER (16) 10d X 1 2595 4860 ;'.: 11, "..ta. "• -' z i eo- r 4" Y J -- Gam' 3 HJc2s THJU26 (16)TRUSS (61 led HIP (18)i6tl HEADER ] 10d JACK 2345 3055 1s (2)MTW 12 (2)MTS12 (14) 10d OR 10d 1112" 2370 17 (1) MUGT 15 (2) MGT 5I8"ANCHOR SOLD R EMBEDDED (28)10tl 1 112" GIRDER EACH 8990 18 l21 RT 1&2 (2) H10-2 (8) gtl TOP PLATE (8) gtl 1 112' TRUSS 2120 19 (2)MSTA 24 (2) MSTA24 (18)10d I(18)10d 3280 20 RTBA H8 b110d X 1 i/2" PLATE 760 21 C 44 BC4 (6)10d X01112" BEAM 841 22 FA3 MAS (4) iM X 1112" TOP (2)10d 111z"SIDE 410 23 HC520 CLIP GBC (11) gtl PLATE (6) gtl STUD 615 24 HHCP2 CORNER CLIP HCP2 (1 )led X 1112" PLATE 680 J9 4 D7 TYP. j15 I r I 1 t 1 I 1 i I I I . . I I 15 SiA 25 N N • . . . . .. . . , . . . . . . . . . ',', ,', , '_'.' .. .. ................ .............. .. LLLL I HGR07A - 3 PLY ? H06 .. .. .. .... . H04 .. H03 :: I I 1 I I 1 I I I I I 25 I '' 1 I I 1 ; 1 ] I 1 74 94 pRfflE G SPPN HUSSTYPE 1 2 H01 48mW N01 D1 TYP. 2 H02 484M H02 4 2 Im 48mW H03 O 2 H04 49" H04 2 Ha5 48mm HIS OB HOB 2 H 4BmW 2 HGR07A 411" HGRD7A P CH LGH ROH CAM RCAM REAL MNS 4.WW W10W W10W 0000a0 0000W1624.3b. 824.311hs 11W.868. H1W.Bba sM2 Jdmil 4.W00 W10A W10a8 0M.W itit" W5.71ta 19032 b5. m3SIM 39 ps. 4.00W 910M M10A WWW 06WW 812AIbs 1812.4R4. 1194AI1m.-1194.AIbs m2 Joint 12 4,0000 W-10M W10-08 WWaO WWW 818.8Is. 1818.81bs. 1213.2lbs. H213216a oM2 ti012 AoOaD W10W W1008 00-06a0 00mW 82431bn. 162431os. 122991b6 -1229A It 02 Jdm 10 4.WW WO08 WO-08 009000 1 1 WWOD 1243116,. 4244Sbs. m2 ont10 4.ODW W10M 00-JOM WWm WDHO 1.71tn 44592h. 8321 Ji6fiA 26 HTA 20 HETA20 (9) iM X 11I2' 1870 To the beat olthe Engineers knowledge;,in hmatlon antl pellet, the sbuctu al Plan and specifications mrtained within these drew entialgs R pty with . Engine Flodda Building Code- Residential 7th Edition. Engineers elgnaNre end seal is Dory the aWa s si natum and eet.portions Mt e d aw rig pages bearing engine Engineers sgna ure and eeM� far 26 (z) HTA 20 HET2) 20 (18)10d X 1 11Z' 2430 27 HTW 24 HT524 (20) 10d 36b z8 HJC26 - SK60 THJA28, LTHJU26 (7)10d HEADER (5)100 HIP p) tatl JACK 2345 30bs (y o n f E m n m � o V . Q ? N m o W W N N N w a n a m M M W us Si Vr 3 O Y ® = t'oo IY O Du 3 N n p) pppQ Q6 W N m + F Z N d 5 p N M Z O n z U❑❑� W 29 THD 210.2 HHUS210- 2, HTU210.2 38)1M HEADER (20) 10d X 1112" TRUSS 3906 6800 30 KST 237 MST37 LTA2 (48) iM (10)10d X 1112" FACE OF GABLE W12X4 5140 1470 31 EFTA 32 LSTA W LSTA36 (22) 10d X 1 112" 1640 33 LTW 12 LT512 (42) tM 780 LTS20B LTT208 3l4"ANCHORWEOGEBOLT3114" EMBED (10)1MXt11Z'STRAP 1100 36 LBP 12-TZ LSPil22 112"J-BOLT NIA 36 LFTAB H6 0 gtl PLATE IeIMSTUD 980 37 MSTA 12 MSTA12 (10) Ida 936 1' 1 1/2' 1 f I I I i I 1 I I ' 4:12 SLOPE F .. .. ....... H02 ........ ...... ..... H01 4:12 SLOPE ........:.::.::.: H02 rl L I I ; i 1 I 1 I 1 I 1 I 8 J14 01-00W V 8 J34 03" 1' :10tl2' 4� e M o5aaa0 I I - 8 J74 W410m I 0 �i 8 J94 0400W J14 J34 5 174 J94 'm2 JOM3 JdN4 4.OW0 WiDW W0000 000000 WOWS .7 as. 10.51W. 10.81ps. 132.3165. -830s, 0.6Ns m2 Jdm3 Joss 4.WW W10M WWW 00" WAS) 432bs. 55.71t. 49,A Its. 149,6Is. -72a Its. 4i.1 d. M2 JdM3 ain14 4.WW Wtom WaaW WWao Damao 7 M. 99AIb 8.116 187.3Its. 434.314. Bibs. oM2 Jdm4 AIM5 4.WW 00-10M OHM WWm DHa00 7351bs. 29.516L 198,0Its. YL891hs. 4B.91b4. 4263bs. W2 Jdm4 Jdm5 49W0 W10a8 W00W OaW-00 WWW .9t4. 43.1 bs. 251.31bi. .Ilt4 &.61bL 463.SIbs 38 MSTA MSTA18 (14)1M 1310 0 W o V/ N � a N 0 /r 1 VJ �+ , W U O � 39 MSTA 24 MSTA24 (18) tM 1640 40 MSTA 30 MSTA30 (22)10d 2065 41 MTW 12 MTS12 (14)10d 1185 42 MTW 18 MTS18 114)10tl 1185 43 HUGT2 HGT-2 FRAME-(2) 68" BOLTS, (8) led BLOCK- (2) 12"EMBEDDMENT EXPDXY (a) od 9575 MUGT 16 MGT EMSEtl(1)6I8"ANC BOLT N EMBEDDED 'WHEN SCREWS ADOPHD2 (10) WS3THREAD 4486 I . ...... .. .. , . .. H0315as. I I 23 J ii-OOm 4 I I 4 JaW W7038 OOaOm WaOW 00mW 4bs. 281.4as. LWW 12.311s.-122AIbs.-192.61s. 'M1 Joim3 Jdn14 44 5 THREADED SCREW & (1)6/8" ROD Y w 5 46 NP373118"X7" TP37 16116tl HEADER (6)10tl Xl i/2"TOP OF BET. SEC. NA PA 28 PA28 (15)16tl 3700 z I 1 25 H04 H05 I I I I 3 H14N 11mW 1 I 2 43 11-0Om I 4N 48 4.0g 000000 00a0W OOaO-00 OOaDW 14..E as. 108.5be, 94dlbs ntl JaM3ft t4. Jdm44 4.WW 0000m WHIM Wmm 00mm fi Its. Its 283.51 a 234.9be. .121.4110. 496.81k d _- g � :� 47 J TZ Bled HEADER () 0) led X 11)2" TRUSS T3o t215 ®gp 48 RT 16-2 RT 16 H10A, H (8) gtl TOP PLATE 1otl X i v2" TRUSS 1060 49 RT 16-2 0- H10.2 (8) g1060 Ie180tl X 1112"PLATE rp r 4 I :...: I I . . .. w.. ' ' :........... .. .: g J �\Q 7.y�A H06oMt HGR07A- 3 PLY 25 I I i I 4 JGR114 15-05W I I 4 1 Vol 04*12 I 1 VG01 OW,12 JGR114 Vol VG01 289W 01-02-ib OOa600 Wm00 00Wm 21t6 11115991ta 73191k .954.44s. Jdm3 4.WW WWW WWm 0WHO MOM 8.01�. 76,0 its. 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H O M ES 3999 First Street 60 RT 5 CLIP UR H5 (4) ad TOP PLATE (4) Btl TRUSS 380 61 RT3ACLIPUR SIH3 (4)8d TOP (4)8d BOTTOM 348 52 TA 12 META12 (5) 10d X 1112- 990 53 TA 14 META12 0110tl X 1112" 206 J9 I 1 15 Z r�7J54610"XB"BOLT5518"EMBEDDED Z Z56TA N___ 94 Sanford, FL 32771 (407)302-9871 64 TA 18 META18 8)1M X 111F" (4)1M X 1112' 1205 780 65 (2) TA 18 (2) (8)10d X I V2" 1-PLYt74META18 (8)10tl X 11/2" 2-PLY 2410 N 29 META24 (8)10tl X i 112" 1206 (2) TA 24 (2) (8) tM X 1 112" 1-PLY57META24 (8)10tl X 1 11S" 2PLYOn 2410J5 gQ 59 TMDH614 HGU 48,501 (66)16d HEADER, (22)16d TRUSS 5306 11326 Q i (D �n3r,/ Z WT_ m -2 J3 J( �N G� ` J r r ' I I I I 1 I•-� ] _IED -4 4:1 L r r r Ti r _ 1 ' ' ' ' D1 201 811 TYP 5 22' 011 48' LU C0 PE 8' 61 0" I I I34HU81.81/1 V01 LI I 112 LOF1E -� VG01 8" On ��� ��- r r r r n _ _ _ ' ' ' ' ' 181811 201 On M r 1,1 `" , �% , S/^r��1 W 1 O E LL• E U M _j��� 00 U J LLl O U m LU W a d F- D• 00 d � LL o J Q O � O o LL- a 0 60 HU0179 0 (30) iM HEADER(10) 16d TRUSS 4110 6060 61 THF17157 IUS181/16(6) (22110d X 1 112" HEADER tM X 1112" JOIST276 3365J1 B2 (x)HTwza (z)H7s2A (24)10d X 1112" OR (20)1ad z7sa 83 THDH 414 HGUS414 (16)16tl POST (66) TRUSS 5305 11326 gq HGA IOKT HGAtOKT $1 (4) WS15 RAFTER TRD$$ 141 WS3 PLATE 790 65 LUGTS LGT2 (14)10d STUDS (2)10d PLATE (16)10d TRUSS 2280 66 2)LDGT2 121 LGT2 J14)10dSTUDS (2) 10d PLATE (18) tM TRUSS 4520 87 (2) MTW 24C MT524C (14) 10d OR (14) iM X 1 112' 2370 68 THD 28-2 HHU526-3, HTU26.2 (18)16d HEADER (12) iotl TRUSS 2340 3125 69 HTT45 HTT4, HTTS (26)10der(26)16dSTRAP 518" XB" THREADED ROD EPDXYED I2'EMBEDMENT Nos Reference No. 21-6996 Sheet: 6.0 70 (2) RT 5 CLIP UR (2) His(4) ad TOP PLATE 760 BLOCK - (2) 3/4" THREADED ROD 71 HDGT3 HGT-3 EPDXIED WITH 12" EMBEDMENT GIRDERtl 9860 FRAMING PLAN 72 SPT2t SP2 10d STUD (6))10d PLATE 1090 FRAMING PLAN SCALE: 1/4" = 1'- 0" I N O N U'p N W IZ rr W F- D U) KITCHEN S NIP KITCHEN 6r, UPPERS A(tlll, KITCHEN ISLAND 4 BATH 2 w/ DEL. VANITY 148 i rr Em RANbE - —- 211 o M i MASTER BATH. 4 LAUNDRY RM. ------------ --- -- ------------ - ---- --------_-- B 12R DW 24 1 /4 SB36 B TU° ; B24L i1 1 S S pry�1t 1 2i` f P - — ----------- --------------- -------- ------- - .-__ 4 I j l KNEEWALL ._-------_.. .._ _. FLUSH BAR TOP TIFF-4 I 4 MASTER BATH 91 qq����rr�� 77s�,,gg-7�'''�yy BATH 2 w,31,1'VJ_.+' SINGLET SINK ------------------------ _-__---- 11 1)jjjjjj((( lI O'. DOUBLE (SINKS C`, BATH 2 01 e, c r KITCHEN 3068 BE PANTRY _ C pm STANDARD KITCHEN SCALE: 1/4" = 1'- 011 2" MASTER BATH W36 3 BUI T OFT LAUNDRY 36" UPII'ERS q�1 0 A * alraeaaa�ta��� '.1 the structural plans and spec icatiogs contained within these drawings comply with the 2020 Florida Building Code - RwIderdial 7th Edition. Engineeds slgrreWre and seal Is only for the structural engineering portions of the drevAng pages bearing Engineers signature and seal. 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 A k4 �x k t• 7.0 INTERIOR ELEV N w rr w F- 0 U) N 0 N h LO N UJ T W 1- C7 C0 TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA s' SECTION R318 PROTECTION AGAINST TERMITES CAST IN PLACE REINFORCED CONCRETE GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE GYPSUM BOARD CODE CRITERIA PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI 1. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% SHOULD BE TYPE"W" 1 1/4" DRYWALL SCREWS @ 12" O.C. FOR CEILING AND 1 1/8" DRYWALL FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL f` METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW --, AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. SCREWS @ 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER . FLORIDA FIRE PREVENTION CODE 7TH EDITION 2020 , CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE ( ) „ 2. HOOKS AND BE SCREWED TO SUPPORTS. MAXIMUM CREW SPACING FOR WALLS SHALL BE 1 O.C. 00 S SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. S 6 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A ALONG SUPPORTS. MAXIMUM SCREW SPACING FOR CEILINGS SHALL BE 12" O.C. ALONG • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 25" LAP PROVIDED EA. WAY. SUPPORTS. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY • NFPA 70-17, NATIONAL ELECTRICAL CODES2017 -„ r THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE (NEC( ) i - . (A 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE - f PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064A/ A1064M. WWF SHALL BE LAPPED AT NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC. SHALL BE OF A TOLERANCE • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) `= ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) ( i. FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD. ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER=. - NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS BACKING. • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - (AC1530-13)( 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615, ASTM A706, OR ASTM A996 GRADE 40 • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION f U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, I BORATE OR BOR APPROVAL D "PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY PRE ENGINEERED )NOO D TRUSSES • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION / PRODUCT APPROVAL DATA MUST T AS FILE WITH THE BUILDING DEPARTMENT. TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN J 2, PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED APA PLYWOOD DESIGN SPECIFICATION E30-16 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR f AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05/ 2.0. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL 7. HIGH STRENGTH USP CIA -GEL, 7000-C ANCHORING, EPDXY ADHESIVE BINDER WAS USED IN PLAN. • ALUMINUM DESIGN MANUAL - AAF-20 THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "P" FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Code references are summaries of code sections. See FBCR (Current Version) for OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM complete information. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE ralttt t Ila 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. 4 LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. FORTRUSSES SHALL BE AS REQUIRED BY THE TRUSS MASONRY RR UNLESS NOTED ON THE MANUFACTURER 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. NOTICE TO BUILDER AND ALL SUBCONTRACTORS WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE BY THE TRUSS MANUFACTURER 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 ( 6. N ACCORDANCE WITH THE FRAMING DESIGN LOADS.IGNED DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES It is the intent of the Engineer listed in the titleblock of these documents that these documents be accurate, fm = 2000 PSI) PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. providing Licensed Professionals dear information. Every attempt has been made to prevent error. The Builder 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14a. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN and all subcontractors are required to review all the information contained in these documents, prior to the 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL commencement of any work. The Engineer are not responsible for any plan errors, omissions, or misinterpretations 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR information found in these documents. Any questions regarding the information found in these plans should be 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for THE CELLS FILLED WITH COARSE GROUT. SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL reimbursement by the the Engineer without advanced notification and approval by the Engineer. Payments will be 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. made in accordance to the terms of the agreement. BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT WHICH EVER IS LESS. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL CLEARANCE TO INSIDE FACE. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/2.0, UNLESS OTHERWISE NOTED 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH I- I t LU K h HAI K W I t5 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. 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ANCHORS w/ 7" EMBEDMENT. USP CIA -GEL 7000 EPDXY ADHESIVE BINDER FOLLOWING ALL CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MANUFACTURER'S RECOMMENDATIONS OR USP 1/2" SD WEDGE -BOLT WITH MINIMUM 6" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. WALL OPENINGS _ 2. FOR MISSED VERT DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE LOADS FOR (7) DAYS. PER CODE ACI 318-11. PART EMBEDMENT EPDXY (USP HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED 11. CONSOLIDATE GROUT POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR HAS OCCURRED. CONSOLIDATION OR RECONSOLIDATION IS NOT REQUIRED FOR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SELF -CONSOLIDATING GROUT. GROUT SHALL FINISH FLUSH WITH TOP OF WALL. 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 WOOD CONSTRUCTION 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 n 3 n HTWM16 TWIST STRAP W/ 4 /a x 1 / WEDGE -BOLT R TAPCONS TO MASONRY -1 d 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL () S 0 COS SO AND (8) 0 WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS x 1 1/2"NAILS TO TRUSS FOR UPLIFTS LESS THAN 1225 LBS (USE (2) HTWM16 FOR UPLIFTS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL STRUCTURAL FRAMING MEMBERS HGAM10KT W/ (4)%"x 1 'Y2 " WS15 WOOD SCREWS AND (4)'/, "x 1 %" WEDGE -BOLTS ONE SHALL BE S.P.F. #2. EACH SIDE OF TRUSS. 2. ALL LUMBER SPECIFIED ON DRAWINGS AMC INTENDED FOR DRY USE ONLY (MOISTURE NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT THE FOR r RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. FOR SUBSTITUTION. DEFLECTION CRITERIA N 3, ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF 5. IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD ^ `ss� es � THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. CONNECTION, CONTRACTOR MAY INSTALL USP HTT5 W! (28) 16d x 2'/z "NAILS AND 5/8" ROOF TRUSSES* LU240 TU180 COMMENTS: } FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE ROOF RAFTERS LU180 TU120 U.N.O. DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. ROOF RAFTERS (W/O CLG) LU360 TU240 U 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO 6. MISSED ROOF TIE DOWNS MAY BE SUBSTITUTED WITH (1) USP RT16A W/ (8) 8d x 1 1/2"NAILS FLOOR JOISTTRUSSE*/BEAMS * LU480 TU240 0 2 sass a), STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD AND (4) 3/16" DIA. X 1 3/4" TAPCONS FOR UPLIFTS LESS THAN 1380#.`� N o TL MAX 1 1/4" UP TO 40FT SPAN SN TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR **TL MAX 3/4" � EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS r****TL MAX 1/2" STEEL FASTENERS DOT SODIUM BORATE ISPYN DOES NOT 5 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 1 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 DL 5 (PSF) ♦A%16 3� • 2 � pry . F,a � �, a �J; r r w Y•• t! c,. PA To the best of the Engineers knovedge, Infsmation and belief, tlut sbuctural plane and specifications contained within Ifreae dnewags mnpry wide the 202D Florida euAding Code - Residentiel Ah Edition. Englneers signature and seal Is only M Engineers signature and seal. E o Lo V N N d*, LL *w4w ���8qe (0� Q gym`" �n. W e7i 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 (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: 7/16" STRUCTURAL I OSB (EXPOSURE 1)-OR-15/32" OSS PLYWOOD (C-C/C-D) (EXPOSURE11) 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 1-3/4" 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 518" 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 SPECIAL FLOOR LOADING GAME ROOM READING ROOMS 60(PSF COMMENTS: BALCONIES/ DECKS 40 PSF d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF APPLIED IN ANY DIRECTION AT LIGHT STORAGE 125PSF 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 LIBRARIES - STACK ROOMS 30 (PSF 150(PSF APPLIED NORMAL LOAD OF 50 HABITABLE ATTICS SERVED POUNDS ON AN AREA EQUAL TO 1 SQ. FT, w/ FIXED STAIRS 30(PSF) PASSENGER VEHICLE GARAGES I 50(PSF) WIND LOADING CRITERIA 160B WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING CATEGORY II 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. utl,- Ztgs < °~ o Iz o 2 � J m Y rn °'Ja Z2 Z� L La ,7z93 2 °�❑❑❑ W 0 N W 1I1 0 FHOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 5 L r? Q 104 LO W rn v M J 0 LL i Z LLI0- Z W 00 w D- O FABRICATION FOR REVIEW AND APPROVAL r` UPLIFT CONNECTORS00 00 00 0-E U_ 9 W P LL m U is LL t;. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS Reference No 21-6996 ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL Sheet: FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. SIN , THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. J' \,11 PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS. SEE STRUCTURAL PLANS FOR MORE INFO. STRUCT NOTES N O N r W W I- 0 cn 8" CONC. LINTEL BLOCK v WALL SECTION KEY NOTES \ i CONTRACTOR NOTE: (1) #5 REBAR, CONT. 1. MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN. ,l FOR INSTALLATION SIZES OF E! 2. 8" CONCRETE BLOCK WALL. SLIDING DOOR UP TO 8'-0" X 8" CONC. LINTEL BLOCKw/ HIGH STRENGTH •� 6'-8" TO 8'-0" X 8'-0" MAX. (1) #5 REBAR, CONT. PRECAST RECESSED D1 8" CONC. LINTEL 3. (1) #5 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, j (AS PER TEST #96-0608.20) LINTEL, SEE FLOOR BLOCK w/ (1) #5 CONT. FROM FOOTING TO BOND BEAM w/ 25" LAP SPLICE. HIGH STRENGTH PRECAST PLAN FOR LOCATION REBAR, CONT. 4. CONCRETE SLAB. LINTEL, SEE FLOOR PLAN OF FILLED LINTELS. FOR LOCATION OF FILLED HIGH STRENGTH 5. WOOD BASE. j _. LINTELS. PRECAST LINTEL, �' '-' 6. 1/2" DRYWALL ON 3/4" P,T. FURRING @ 24" O.C. w/ INSULATION PER FBC SEE FLOOR PLAN '' 15 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. FOR LOCATION OF " '- i FILLED LINTELS. 8 7. SILL SEAL OR SELF -NAILING PLATES. `r P.T.DOORBIJCK / 7 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION PER a } 1 11 FBC AND ENERGY FORM SUBMITTED. WITH PERMIT APPLICATION w/ rl �s ti OPEN BAFFLE @ A/C. SPACE LOCATIONS. , _y 4 2x8 P.T. DOOR BUCK O -' I I 1x4 P.T. fir.. z 5rj. iv . CL 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ _ 1 I WINDOW 17 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWINGBUK C7 z z w I I w yo LOCATIONS, THE MALE & FEMALE LAP AND CENTER FLUTE. SUBSTRATE O H a E io rn I I o 13 P ATTACHMENT: J-CHANNEL: WOOD - ATTACH w/ 1/4" X 3/4" LEG STAPLE IN f , = w I 9a DIAMOND PATTERN 12" O.C.'; z D1 O D1 11 U PRECAST LINTEL, ----- J @ zz w tJi I I"----- VERT. y SEE PLAN 40 9a. VENTED SOFFIT AND F-CHANNEL, STAPLE SOFFIT TO SUB-FASCIAw/ II MULLION 3 1/4" CROWN X 3/4" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; SEE STRUCTURAL NOTES AND (4) 12d NAILS °d a w AS REQ'D. 0 16 F-CHANNEL; WOOD - ATTACH w/ 1/4" CROWN X 3/4" LEG STAPLE IN !`r "fit NAILING SCHEDULE FOR EA. END ~ N I I z O DIAMOND PATTERN @ 24" O.C. MASONRY -ATTACH w/ 14ga. 5/8" T-NAIL yrJ SHEATHING DETAILS `? RECESS IN SLAB E¢ W/ 3/8" DIAMETER HEAD @ 8" O.C. SEE WINDOW SCHEDULE _ w `? @ DOOR I I w w 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 114" SS TRIM NAIL THRU / 11 c N B. ROOF W I FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. w D1 w 11. METAL DRIP EDGE. 1f 1i7 SSEE CHEDUOLE I I 12. 1/2" CEILING BOARD w/ INSULATION PER FBC AND ENERGY FORM tti41 / I I SUBMITTED WITH PERMIT APPLICATION AS REQUIRED. 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. 2X4 SPF BLOCKING / / SEE DOOR SCHEDULE --- PRECAST SILL 4$" O.C. MAX.W/ 14. 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. v @ 2X4 BRACE@ 4'-0e (3) 12d EACH END NAILS ON CENTER-���/ / G SLIDING GLASS DOOR ELEVATION D STANDARD DOOR ELEVATION A WINDOW - STANDARD-BLK 15 ROOF ASSEMBLY: c 40 2 UNDERLAYMENT SHALL CONFORM WITH R905.1.1 AND PER TABLE ry T/ 1ST FLOOR SLAG R905.1.1.1.T. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 94- - - - - - - - n FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 � G / - - - - 7 ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8" HEAD ROOFING THROUGH NAIL o. I I PER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES OR SLOPE 1/8:12 1 1 FOLLOW MANUFACTURER INSTRUCTIONS FOR PRODUCT. _ _ _ _ _ METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30' TRUSSES ALLOWABLE CONTINUOUS FILLER, UP TO 8" CONC, BLOCK ( 1X P.T. FURRING • o - a / 1X NAILED TO 2x8 6" O.C. STAGGERED - a - F/GRADE 160/B ZONE 1,2e = +16.5/-39.3, ZONE Zn, Zr, 3e = +16.8/-62.8, ZONE 3e = @ I 8" CONC. LINTEL BLOCK w/ �° +16.8/-73.2 / VERT. REINFORCEMENT, SEE 1 (1) #5 REBAR, CONT. I �� ' FOUNDATION PLAN FOR LOCATION I _ 1'-- L:J 160/C ZONE 1, 2e = +23.5/-55.2, ZONE 2n, 2r, 3e = +23.5/-88.0, ZONE 3e = -I 1 +23.5/-102.7 To me bestwme Erpineere Nowise Infwmelion erM belief, / _ I ° 1/2" DRYWALL (DOTTED) 1/2" DRYWALL (DOTTED) me aboslorel planswith t e 2020 Felons conning Coden mesa 8" CONC. BLOCK i I , 1 HIGH STRENGTH PRECAST LINTEL, 26GA. GALV. STEEL 4x4LFLASHING drewingsbbmparwXhme202gFbddnatwengCsde- 1 XP.T. FURRING �- i aesidendei l e Edibon.neeri engineers of themreMn seal is bearing SEE FLOOR PLAN FOR LOCATION • UNDERLAYMENT SHALL BE PER FBC R905.1.1 OVER SHEATHING. SEE y,ssbucb,reisgg6,se,mgpo,yb„sotu,sdgsvnne pages bearing USP HGAM10 4'-0" VERT. REINFORCEMENT, SEE MANUFACTURER INSTALLATION INSTRUCTIONS. Engineerssignemreendmi. @ OF FILLED LINTELS. FOUNDATION PLAN FOR LOCATION DOOR FRAME AND TRIM (DOTTED) 1/2" GAP MAX. OR USP TA18 @ 1 as I ROOF SHEATHING AND NAILING PER SPECIFICATION IN ENGINEERED to 4'-0" O.C. 1/2" DRYWALL (DOTTED) ---•-I 2x4 P.T. #2 DOOR BUCK, ALIGN WITH 1X P.T. FURRING `- _ - - _ _ - _ __ _ _ -; • ROOF SHEATHING & NAILING DETAIL ON FRAMING PLAN FOR EACH E EXTERIOR INTERIOR 1X P.T. FURRING INSIDE FACE OF BLOCK, ATTACH w/ 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF ROOFING MATERIAL AND ZONE Q 9 8 R � u 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. $ 6" FROM EA. END WINDOW WITH 3/16" X 2 1!4" TAPCON THRU WINDOW FRAME 0 2 WITH INSIDE FACE OF BLOCK, ATTACH INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW A. FOUNDATION n. 7n6" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO Iq '0 'L o u a a $" C.M.U. SEE w/ 4 3/16" X 3" TAPCONS, TOP AND "; s N of M M w vi PLAN FOR REWf. O SEE DOOR MAUFACT. DETAILS FOR SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. TRUSSES w/8d NAILS OR 7d SCREW SHANK @ 4" O.C. EDGES & FIELD. " 0 J a SIDES, SEE ELEVATION FOR LOCATION. INSTALLATION 3 w/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE z 0 SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF 3 r = v 0 PANEL @ M NON-BRG. EXT. CMU WALL H SLIDING GLASS BUCK DETAIL E 2X DOOR BUCK DETAIL B WINDOW HEAD - STANDARD-BLK ONE STORY WALL INTO OSB UBST;ATTACHJ-CHANNELw/3/8"x5/8"STAPLE@24"Q.c. a ; ryQ INTOOSBSUBSTRATE. "• w 0 Tmd.� C SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 18. ALL ROOF TRUSSES SHALL BE FASTENED TO WALL TOP PLATE W/ (1) Y z° h SCALE: N.T.S 2 SECTION - PORCH ... +�ytt`9 s N FASTEN MASTER FRAMEFAST FMFF006 TRUSS SCREW INSTALLED PER Z O vim❑ ❑ SCALE: N.T.S MANUFACTURER RECOMMENDATIONS w/(2) 10d TOENAILS U.N.O. ON - w PLANS. UPLIFT CAPACITY = 690#. WHEN UPLIFT EXCEEDS THIS UP TO 1000#, SEE PLAN FOR CONNECTORS REQUIRED ABOVE 1000# UPLIFT. t 7 5/8" BLOCK WALL 8 718 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS @ 4" O.C. MAX. WALL THICKNESS °., ''" 8" CONC. BLOCK ASSEMBLY 8" CONC. BLOCK 21. PRE-ENGINEERED WOOD I -JOIST OR FLOOR TRUSS @ 24" O.C., MAX. THRESHOLD SEE SECOND FLOOR FRAMING PLAN. VERT. REINFORCEMENT, 51/2" METAL VERT. REINFORCEMENT, SEE 1 ", 8 a SEE FOUNDATION PLAN PAN FLASHING. FOUNDATION PLAN FOR LOCATION 1 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER _ 1 w/(3) ROWS 8d NAILS @ 12" O.C.; SINGLE PLY FASTEN RIM BOARD TO 3000 PSI CONC. @ 28 DAYS 1/8" GAP @ RECESS BACK OF 1/2" DRYWALL (DOTTED) - a TOP &BOTTOM RIBBONS w/8d NAILS @ 6" O.C. &FASTEN RIM BOARD TO FOR LOCATION: SILICONE CAULK o a• THRESHOLD TO EA. FLOOR TRUSS w/(2) 8d NAILS. 1X P.T. FURRING - , 4 1/4" X 3/4" RECESS PAN (2) 2x4 LAMINATIONS w/ (1) ROW FULL WIDTH OF 23. 314" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 2 1/4" SCREW tx4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE ° OF STAGGERED 10d COMMON a DOOR ASSEMBLY CONC. SLAB OF BLOCK, TEMPORARILY FASTEN WITH NAIL, SHANK NAIL @ 4" O.C. EDGES AND 8" O.0 FIELD OR 16GA. X 1 3/4" LL io WIRE NAILS. 2x6 P.T. #2 SYP ATTACHED a " FASTEN WINDOW WITH 3/16" X 2 1/4" TAPCON STAPLE @ 2" O.C. EDGES AND 4 O.C. FIELD, SEE SECOND FLOOR - As-° In w/ (4) 1/2" X 8" ASTM A307 ° ° ° A6 THRU WINDOW FRAME INTO BLOCK WITH MIN. 1 15 FRAMING SHEET, GLUE BETWEEN SHT'G AND TRUSSES. J-BOLTS w! 2" SO WASHER, PROTECTED WRAP 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE ,(D = 0A48", L = 3") OR EQUAL - 1/4" EMBEDMENT, SEE WINDOW SCHEDULE FOR io SEE ELEVATION FOR LOCATION. SILL SEALER TAPE - NUMBER OF TAPCONS REQUIRED. 8 7 l/1 N '� y„ UNDER PAN 5 1/2" WIDE. OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2 U7 ' y y LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK: m GARAGE DOOR BUCK DETAIL F DOOR PAN FLASHING C WINDOW JAMB -STANDARD-BLK -__ _ 2 3/4" @ 1 1/8" X 16" RIM BOARD w/2x6 LET -IN A SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. t2 2 1/4" @ (2) 1 1/8" X 16" RIM BOARD � I .Ile . 25. NOTUSED 13 10 26. NOT USED S ,4 i 9a 27. 7/16" STRUCTURAL I OSB EXPOSURE 1-OR-15/32" OSB SHEATHING ON TOP PLATE MUST BE NAILED a 40 EXT. WALLS w/ ALL EDGES BLOCKED ATTACH w/ 8d NAILS @ 3" O.C. IN CONTRACTOR NOTE: 8" CONC. LINTEL BLOCK w/ @ 6" O.C. TO HEADER 6 EDGES AND 4" O.C. FIELD OR 16GA, X 1 314" STAPLE @ 2" O.C. EDGES ° (3) 2x4 LAMINATIONS w/ (2) ROW INSTALLATION FOR GARAGE DOOR (1) #5 REBAR, CONT. OF STAGGERED 16d COMMON TYPES (AS PER TEST `960507-A) AND 4" O.C. FIELD. ' y,). FRAMEFAST FMFF006 SCREW HOMES C WIRE NAILS. HIGH STRENGTH PRECAST /� 28. 2x4 SYP BOTTOM PLATE. 'v I CJ 2X4 P.T. SYP ATTACHED w/ POWER LINTEL, SEE FLOOR PLAN PROVIDE RTSATO / @ 16" O.C. HEADER TO TOP ACTUATED 0.14" X 3" LG. SHOTS 12" PLATES z 29.112" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND INSULATION (ONE INTO EACH OUTSIDE FACE) @ FOR LOCATION OF FILLED OUTER STUD, TYP. B. ROOF O PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION.O.C. OR (10) 3/16" X 3" TAPCONS. LINTELS.7ZA F- 3999 West First Street w 11"ll L zz 30 2X WOOD HEADER @ OPENING SEE SECOND FLOOR PLAN FOR SIZE. Sanford FL 32771 z (D=0.162,L=31/2)OREQUA �H (3) 2x6 LAMINATIONS w/ (2) ROW y„ OF STAGGERED 16d COMMON 00tor WIRE NAILS. (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L = 3 1/2") OR EQUAL NOTES: 1 - ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLUMN. 2 -ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION. 3 - FOR 4-PLY, PROVIDE 1/4" DIA. X 51/2" LAG SCREWS OR EQUAL. (SPACE AS SHOWN FOR 3-PLY) 0 15 3 FOR ADDITIONAL INFORMATION 0 P T/BRG. HGT. o °° o 0 0 0 0 0 � I T 0 72" 2x6 P.T. SPRING BOARD, o 0 b is ATTACH w/ (1) 1/2" X 8" ASTM A307 J-BOLT AND (4) 1/4" X 3 1/4" TAPCONS IN CORNERS 1 112" IN FROM v 48" ALL CORNERS. D1 N EO 0 o GARAGE OPENING <V 2x6 P.T. #2 SYP @ EACH SIDE 0 24" FOR ATTACHING BRACKETS FOR VERT. TRACKS w/ o (5) 1/2" X 8" ASTM A307 J-BOLTS. TO BE INSTALLED 2-3/4" FROM T/ 1ST FLOOR SLAB 0 6" OUTSIDE CMU FACE. o T/ GARAGE SLAB 16'-0„ N FOfl MSTA24 (2) w w ' 31. (2) 2x4 #2 SYP TOP PLATES. (407)302-9871 NAILS @TOP Lu 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) ,0d X 1 1/2" NAILS. q PLATE (TYPJ - 33. MSTA12 @ END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD AND SECTION A -A 6" ON UNDERSIDE OF TRUSS. 'A MSTA18 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w! 18ga. 1/4" x 3/4" LEG a +' ih (2) NAILS @ 2 STAPLE IN DIAMOND PATTERN @ 12" O.C. INTO 2x4 SYP NAILERS. TOP PLATE HEADER, SEE PLAN. g INSTALL INTERMED. 2X NAILERS AS SHOWN, ATTACH SOFFIT w/ m NAIL STUDS TOGETHER w/ 10d (TYP.) CORROSION RESISTANCE NAIL. O NAILS STAGG. @ 12" 6 35. FLASHING, AS REQUIRED, Q O.C., MAX. SPACING 3 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. 4 T/ 1ST FLOOR SLAB 37. SHEARWALL ASSEMBLY, SEE FIRST FLOOR PLAN. LL LO 38. NOT USED PROVIDE RT3 TO " ° 40 39. 2x #2 SYP P.T. BOTTOM PLATE w/ RT8A @ EVERY STUD ATTACH wl (1) tar J OUTER STUD, TYP. n a FA3 @ EACH END OF THE WALL, (1) @ EACH SIDE OF OPENING AND @ V W U- °° - F/ GRADE 48" O.C. L- o Z LLI T/ 1ST FLOOR SLAB ° o� 40. 112" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER m Z BLOCK/ MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER 0 W oN0 INSTALL] W CL Op SEE DOOR a 41. LAP SIDING (STONE VENEER DASHED) -SEE ARCH. DWG'S. FOR (� (� a- 1.-00 ow �° ° ° as REQUIREMENTS AND INSTALL ALL COVERINGS PER MANUFACTURER REQUIREMENTS '� m� 'g4' coO SCHEDULE RECOMMENDATIONS "4 n E • z T-- c 00 E I- LL g LL n 1 4 �, ea,, , 42. FEIORIZ. MID -WALL STARTER STRIP, ANGLE SET 1" BELOW ' �"' O'3 ri ¢ 4 - REFER TO NDS SECTI N MAX. GARAGE DOOR OPENING, SEE LA R WIDTH MASONRY: ATTACH w/ 1 tga 1 3/4" ROOFING NAIL @ 16" O.C. Reference No. 21-6996 STD. NAILING FOR NOTES: A. FOUNDATION 43.B,AYS) - FASTEN TO EA. TRUSS BOTTOM CH RD (EXTENDED(4) 0d NAILSTRUSS Sheet: SIDE JAMBAT}ACHMENTISPERACI530.1CHAPTER2ASDSECTION2.1,4 f R WALL: UPLIFT WALL SECTION-D1 L BUILT-UP COLUMNS GARAGE DOOR ELEVATION [SUPERCEDEB WAYNE DALTON JAMB ATTACHMENT SUPPLEMENT] K C_ ❑ NI G @ S H EA 44• f31BBON AND RIM BOARD BEYOND. SCALE: N.T.S. SCALE: N.T.S. SCALE: v � STAN DAR D 1 STORY SCALE: N.T.S DETAILS FLASHING REQUIREMENTS f I 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 REslsinve assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. REFER TO TECHNICAL penetrates the exterior cladding. ' '_.-- SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN LETTER ON CHEMICAL COMPAnaiun ° ° 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 applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped IAsssMs�eowxocwl z OR EQUAL WEATHER PROOF CAULKING s 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 r< � WEATHER accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall - RESISITIVE � � -'- SELF -ADHERED FLASHING - • ° • be continuous to the top of walls and terminated at. penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as ' BARRIER ' described in Section R703.1. TM; SEAL TOPS OF JOISTS UNDER DECKING r1 IT) , ,-4 ` SUBFLOOR (SEE DETAIL wl=o7) 1) � r, ° R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R7 r applied over hi h q 03.2 and, where app ed o e wood based sheathing, shall - SELF -ADHERED FLASHING , r -•. It �,,�, _�/ • 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 , ;' \ 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 HEAD FLASHING TIE-IN INSTRUXealher water -resistive barrier is directed between the layers. t. Cut, fold up &temporarily securree weather resistive RIM JOIST z Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D barrier above header to allow for flashing NAILING FLANGE 1 paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space, \ installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 2 DO NOT FLASH OVER R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in r` 34 '\ 3. Fold weather resistive barrier back over head 2 2 BOTTOM NAILING $ 4 flashing and seal with tape 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 aaa, a t 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 approved standard as a ro riate for the a of sealant. Fluid -a lied membranes used as flashing In exterior walls shall com I with AAMA 714. The flashing pP appropriate type Fluid -applied g comply g xa' ( d f i TJ T '�• 'r Scale: NTS SELF -ADHERED 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: a IXs '• FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A HALF ROUND WINDOW 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 flashings shall comply with AAMA 712. Flashing at roc exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's <� MECHANICALLY FASTEN IF 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 EXTERIOR SHEATHING RUBBERIZED 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 9 P OF INSTALL ASPHALT ADHESIVE THROUGH SELF -ADHERED to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides ` '•'r., IVETBEAD APPLIED FLASHING JAMB ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE NG ASHI FLSELF-ADHERED FLASHING SHEATHING \ ., 1.2 In accordance with the flashing design or method of a registered design professional. e r t, i.4j UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW - 1.3 In accordance with other approved methods. (SEE DETAIL WP01) OR EQUAL WEATHER PROOF CAULKING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. SCORED 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 F ASHING, �. (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 4. Continuously above all projecting wood trim. E%TENDA MINIMUM 6" ADHESIVE AS SHOWN) SELF -ADHERED FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. To the best of the nglneers knowledge, lofoonation and belief, VERTICALLYFROM OM PATCH 6. At wall and roof intersections. w the structural specifications drawings wrnplywltll the 2020 noride Building Code- . THRESHOLD. 7. At built -In gutters Residents 7th Edition. Engineers signature and seal is only for the structural engineering portions of the Brewing pages bearing ..:._ - Engineer's signature and seal. SECTION-A(SEE DETAIL WP02) o 2 h- 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL a o � E " � to 'I .. .. SELF -ADHERED FLASHING FLASHING AND WATERPROOFING METHODS TC BE USED. q r� �. 74 Y 5 S i F-ADHERED FLASHING 1 A „ ^ SELF -ADHERED FLASHING 2 _® N N ;; 4 aMm WwN © 4 3"' MINz30 SEAL TOPS OF JOISTS O 6 4� r K O UNDER DECKING of (SEE DETAIL WP07) 2 7 : ]dt o r� fO d ,� 'LI' W 4 rn a k oc u` P1i Z 8 J N _ ° 0 W SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING , EXTERIOR DOOR WITH DECK INSIDE CORNER OUTSIDE CORNER • �= --�--- --- LEGEND SELF -ADHERED FLASHING /-i 7/8" Cement Plaster accordance with M l l SELF ADHERED FLASHING (SAF) A � �� ASTMC926 1 I I STRIP OF SAF DRAINAGE PLANE (DP) WEATHER RESISTANT I' BARRIER (WRB) ------- PRODUCTS DETAILS � Plaster8" Cement 1VWiII"" _ DRAINAGE PLANE WRB BOND BREAK WEATHER RESISTANT BARRIER -------- II SELF FURRING (SF) LATH Felt backed metal in accordance with lathe in accordance ASTMC926. ♦ n PLASTER ACCESSORY WRB WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. with ASTMC1063 v J I I BOND BREAK SHEATHING,'OSB', PLYWOOD, DENSGLASS - I AS PER FBC-R (CURRENT EDITION) Felt backed metal Building Paper lathe in accordance n Q) I SF LATH I Detail Instructions with ASTMC1063 /-- . , 7/16" O.S.B. 4 -' LL l WRAP DP wRB ONTO Refer to the number marked as Q# in each detail that corresponds to the ; ; Building Paper 9V 1 THEVERTICAL numbered items in the list of Instructions below: sheathing - O 1 SURFACE TO TOP OF I FLANGEASANAIR i i ' 7/16"O,S,B, i Metal i sheathing N d to II BARRIER 1 I 1. Install self -adhered flashing in order as shown by numbers Flashing I ll 3-v2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding laps Weep Screed I J l 3. Self -adhered flashing can be substituted for building paper Installed As Per = j - ----- _ ------- - - - I 4. Split the release paper using the ripcord (Split release on demand, Manufact. Specs. 8 Mai S d embedded in the adhesive layer) - for ease of installation and to minimize d it Maintain o u scoring cuts Bottom of Stampede or similar 2 m1412 =Ia STRUCTURAL FRAMING 5. Remove all release paper per standard installation instructions and adhere to Wee Screed cauk bottom P PLASTER STOP P IS A RESULT OF A RALSHRINKAGE. substrate using a square place Of flashing material (6" X 6" Minimum) 1 1/2" SO 2" joint only i �- - _ _ _ _ _ _ _ _ NOT SEAL. STRUCTURAL SHEATHING 6. Fold as shown by arrows Above Roof Weep Screed CONTINUOUS BACKER STRIP OF SAF ROD & SEALANT DRIP SCREED PLASTIC 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight $heSthln g Installed As Per ACCESSORY - ---- --- DRAINAGE PLANE WRB to corner Manufact. Specs. HOMES 1 8. Mechanically fasten as necessary Ij i BOND BREAK WRB 1/2" Cementitious i i Cement Plaster 3999 West First Street sF LATH O in accordance Decorative Finish Sanford, FL 32771 °i i with ASTMC926 0 All inside and b • • o (407)302-9871 over wood 2nd o,o o outside corner will floor l l II 4•0,o need to be miter I 1 a cut and caulked all PLASTER STOP O,p• �,••� butt joints need to CONTINUOUS BACKER ROD •�•' becaulked using & SEALANT Stampede Or Sim, CEMENTITIOUS FINISH Caulk for all 0 Q I a) tit to 0) v r) SOFFIT/CANTILEVER , O LL Note: U '- Z The building paper and metal lath must be o W Cement installed over the top of the weep screed. m }U Z Cc N Plaster Z uJ o over block LLI D- o 1 st floor a O U (O CL o a � ` � E 00 Z T- d LL f %+rr 15nfk _o W N h LL o 7 U m a S MI Q o Reference No. 21-6996 Sheet: WEEP.SCREED DETAIL SCALE: NOT TO SCALD ATERPROOFIN EMO WALL SHEATHING f _. a f y d4. 1 FITS, :33101111"mEMMM SUABLY ZIP 3Y3'I£Mk ip'Hmjk� 'WMf ASSEMLY � �2fy�16S'iEt�2tYSF�ATk�G .— """• 'UVfl[OOELT_Guilk- WrT'P,_L'SUCS '�"•'„^^`. IF 41 r.+�r CMERLOWTAPEA Witi6MUM€F #-ftl}(MAA'FAIII CAARILAP T;A;PyE A M1494M OF P `CC, .! ' • .T 0'1 C�"" m ,R: P.B yid 't1SE Ft_PJ`IGED EP,�Ctt�r� TQFIKO . ET1L 5_FOR EL=EPPIGALBOXES DRAWNG NOTTIO $CALE DRAWIXG'r NOT TO SI:At F DRA M40 NOT TO SCAILE a...,iI(3Ckfla '19 ' a.. .i x,r Woom Wct!�))andmayjnotapplytio SHEAT►r�br3 a TA�P'ESHEAT4111AGA.TAPi ss`F4GATd%Ilfi3A - nrzy 5 r.a tle tp re� e, tr =.r„u: Yx t( as i navy r I �i>tm# to _ um"Yw s} ane MIR, atThese construction eam to as;rsirn t brut tcono yste situation- ttacce�i no imsponsiti tyros trabWfori#- use of 1We or other C"truckon cletaits. $t<PiCIKMi per" _ Ny :i pro f evety ssituabonD l�enutaea ar a pt no rons(dr y ix 1a dAty t the r ui ttms+e of 00W i delat s. every;sjtmtion, MarlidacWrer accepEs no rieWom'k�Afl li Rh+tat a use -of these or other constructiott'dataiLs. every TD-2.1 I. ZIP9WTEMY: SHEATHING- Z Vv,NCH®AP RECOMMENDED ATALL PANELEDOE9 UNLESS UTH ERWIP PROVIDED 6Y TONOUE AND TONGUE (T&TjIOR-TONOUEAND OROOVE(T&O)PROFILE. 3. TAFE ALL PMIL_SFFMSWITH ZIP SYETEM' TLA9HING FAFE BEr ORE INBTALLINO DR IP EDGE. 4 ZIP SYSTEM ROLLER NtlLLALL UIPE. E. r P.M. (al OTHER ST: B. DRIP EDGE INSTALLED PER CODE OR RY DEE10MER Of REOPRD INSTP LED OVER ROOf C OVERNOASREOUIPED 9YTHE FINISH ED ROOF ING MANUFAC TUREF. ]. TAPE THE TOP EDGE OE )RI] ED OE FLASHING WIT1 EOP SYSTEM-: TAPE OR ADHESIVE MOVED FLASHIN G MEETING AAMA TII OR AC149 9. 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A.._ d M w ' ® 7 'r5n x 2 �' *^•x m e�•e °� m .3 , to a.'fi. � U I 'v, • .] o. fK a. : � sew � ;� � � U � a m � g . E �' ELI U m `s N U". rn NEll `sa e•i N.-<rf' U W ri `�' •5 r",, '* § S. d q a k •` rr, E� ,e 3. �`••aLo ec nro a .+r U'ad vt V <zaE ZIP ROOF N LL DETAILS St. Lucie County Building Department Approval Submittal Affidavit Code 0 opening Schedule Updated 2-19-21 Product Nv10 d e :tt Manufacture Glass Descriptio Attachment Method open Building Design Product Design FL# or Miami Grade ID Pressure Pressure n Attach door bracket to jamb w/ 5/16"xl 5 1-:' FL 9174.3 7'XI6' Garage Door 9100 - 0230 Wayne Dalton N/A lag screws not to exceed 14" O.C.. The 2x6 Jamb anchored by Bra j-bolts 24 D.C. ea B +23.3 / -26.4 r 25.9 j -2S.S side. BLK 1/2x3lag, 1 5/8 emb- Attach door bracket to jamb w/ 5/16"xl 5/8" Ft 9174.1 7`X13` Garaage Door 9100 - O28 Wayne Dalton N/A lag screws not to exceed14" O.C_ The 2x6 Jamb anchored by s" j-bolts @ 24 O.C. ea +24.3-26.7 side. BLK 1/2x3lag, 1 5/8 emb. "Smooth Surface" / "Wood sidelight 2x Buck: 1/4" x 2 3/4" concrete screw @ 16" FL 2046.8.1 Fiberglass Swing Dr Grain" Inswing/Outswing Therma Tru Corp tempered CFTC. Head & Jamb. Frame: +27.6/-30.0 Impact 68 # 10 x 2 1/2" PFH wood screw 14" O.C. { rl Smooth Surface""Wood Wood sidelight 2x Buck: 1/4u x 2 3/4n concrete screw @ 16" FL 20468.7 Fiberglass Swing Dr Grain" Inswing/Outsuring Therma Tru Carp tempered O-C. Head & Jamb. Frame: A +27.6 / -30.0 r r1 Impact 8 O # 10 x 2 1/2" PFH wood screw 14" O.C. "Smooth Surfacer, / "Wood sidelight 2x Buck. 1/4" x 2 3/4" concrete screw @ 16" FL 20468.4 Fiberglass Glazed „ Grain Inswingloutswing Therma Tru Corp tempered D.C. Head & Jamb- Frame: +27.6 /-30.0 Swing Dr r " m pact 6 8 # 10 x 2 1/2" PFH wood screw 14" O.C. "Smooth Surface" / "Wood sidelight 2x Buck-1/4" x 2 3/4" concrete screw @ 16" sFiberglass FL 2046 8, 10 Glazed Grain Inswing/Outswing Therma Tru Corp tei7ipered O.C. Head & Jamb. Frame: A +27.6 / -30.0 Swing Dr , „ Impact $ 0 # 10 x 2 1/2" PFH' wood screw 14" O.C. # 14 Screws to 2x wood buck w/ 1 3/9" FL 22401.3 Sliding Glass Door Series 120/130/140 MI Windows &Doors Temp. embedment @ top and sides. 3/16" x 13/4" concrete screws @ threshold. (see Details +27.6 / -30.0 Aluminum SGD Impact for 2x wood buck to block) (3) 3/16" x 2 1/4" concrete screw w/ 1 1/4" Windows W/ lx See Floor mi. embedment @ 24" O.C- Max See Chart A +27.6 / -30.0 FL 21637.5 wood bucks or 2x Series 1620 SH impact MI Windows & Doors Plan See details for ix buck to cmu attachment & C +27.6 / -37.0 wood Frame # 10 wood screw w/ 11/2 min embedment 2x wood framing (3) 3/16" x 2 1/4" concrete screw w/ 1 1/4" Windows W/ Ix See Floor mi. embedmi 24" D.C- Max See Chart A +27.6/-30.0 FL 21.639.E wood bucks or 2x Series 1620-1630 PW Impact MI Windows & Doors Plan See details for ix buck to cmu attachment & C +27.6 / -37.0 wood Frame # 10 wood screw w/ 11/2 min embedment @ 2x wood framing (2) ## 10 2" pan head will 11/2 min embedment FL18SO4.1, Mullions Vertical & Horizontal MI Windows & Doors Frame / (2) 1/4" x 13/4" concrete screw 11/4"' emb. N/A .2 M-1926 Block Window frame to mull ## 10 x 3/4 screw. (2) ## 10 2" pan head w/ 11/2 min embedment FL18504.5, u ` `ioriS Vertical & Horizontal Mi Windows & Doors Frame / (2) 1/4" x 13/4" concrete screw 11/4" emb. N/A .6 M-2302 Block Window frame to mull # 10 x 3/4 screw. Attachment Requirements: Per Table 1F, N/A FL 1654.1 ,s F «o Modified Bitumen PolyGlass USA N/A System W-32. FL 30310.1 R or Asphat Roofing Shingles IKO Industries. LTD N/A (n;. 1 1/4 1-12 ga. w/ 3/8 head roofing nails N/A -L 5 4.1 Roof Asphat Roofing Shingles Certain Teed Corp N/A Ki 1 1, 411 -121 ga. w/ 3/9 head roofing nails N/A _L 1711 6, i Zip Roof System Huber Engineered N/A Zip Sytem Roof Sheathing N/A Roof Sheathing, Woods LLC s Li7194.1 Roofing TECH WRAP SYNTHETIC ROBOTEX INC. N/A N/A Underlayments UNDERLAYMENT TECH WRAP SYTHETIC UNDERLAYMENT Inc. 770D Roof Louver. N/ASpaced a asten using 1 4" ring shank nails. N/A FL 3792.5 Off Ridge Vents Lamanco Aluminum Roof Lauver 5" OC tn base of flange. Channel @ Wall: CMU-(1) 5/9"t-nail @ 24 O-C. or equivalent. Wood - Block/ 3/4 x 1/4 crown staple in diamond pattern @ 24 FL 121134.1 Soffit 16" Full Vent Aluminun Coils Inc. Frame O.C- +27.7 j - 3 7. 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 n Hardie Plank Lap Siding & lames Hardie 0.083 x 0.187HD x 11/2" ring shank nail for +27.7 /- 37.1 FL 13192.2" .4 Siding Hardie Shingle Siding Building Products Frame Hardie siding to 7/16 APA rated sheathing -FT51 FL 32869.1 Siding Mastic Siding- Carvedwood "' Ply Gem Siding N/A s a v. iam, 3/8" nead x ong nailed to each stud with OSB sheathing per +27.7 / - 37.1 44 / 4.5 dutch Lap Triple 3 Group nian- Sheating Ext Walls all edges blocked attached ZIP System 19 Wall Huber Engineered w/ 8d nails @ 3" O.C. edges and 4" O.C. Field +27.7 /- 37.1 FL 17147.1 Siding Sheathing Woods LLC NA or 16ga x 13/4" staple @ 2" O.C. edges and 1 1/2" O.C. field. "Safety Edge" Storm Panels, 289a (O.t}18rrrf) Steel, 0.022" Block,/ Gage of steel 28 ga. Attachment :1/4 Panelmate@ 16" OC w/ 1 7/8" See Opening FL 12856.2 Hurricane Panels Alum (Perf and Non-Rerf), Town and Country Frame Embedment Frame 1/4" all points solid set anchor Pressures Table Clear Polycarb (Full and 7/" embedment CMU Half) Section of the products listed are based on • Florida Product11 • Resnective Manufactures Retain Full And M iSole Responsibility for their Products. +67.0 / - 67.0 +47.0 / - 53.0 +60.0 / - 67.0 +50.0/-50.0 + 55 / -55 +50.0 / -70.0 +55.0 / - 55.0 N/A N/A /-622.5 N/A N/A N/A N/A. +42.0 / -64.2 +54/-54 111 ViIN _1/1 MAX. N R LM"TT - SHM SPACE INTERIOR 711E MN JS.NVCE 77 L WOOL REw L! P IZZITISL J . LLL s'J� D PA Ni Ol 2X HJ6N EMERIOF uv OTTres � B CK R NO, S ITCAEJ S N RANT JAM® INSTALLATION DETAIL WOOD FRAMING OA1J(9UCK INSTA!lATKAN �.a..wN HEAD DETNtL rM°r" r =r 94- DETN4 y. M' FRAME X11)II �1 I 5'�AY � �Iirr I I / ' x/ 11" / 0 OPENING PRESSURES. USi€lJPARE �NR E VPS USE OFVasd PRESSURES MARK +�7 -26 4 .e7.6 ! -37D UM24-3 / -26.7 i EE -24.7 / 28,0 ,IAMB DETAIL - - -> 1 DOH IAI 1 r .I -11 _ 11I T o L. 75 AMS CFI -T Al - x 4 ! Ir 1820 EC REINFORCED RECTANGULAR E%IERKXVVIEW FINLEBb 8 FLANGE INSiAIU iPJN flEINFORCEO OEBKaN PRESSURE RATING I N.IPACTMTING ♦50.0470.0PSF uaGEANG SMAu M1881LEAMPALT MISBHELEM D.WMOZOWS WITHEMA RPENETRATIONRIERSDNCEISREQUIRE0 / 162N1690PW p ERMP IT AM 5 RVE64d FAWE AII.1iWH RECU o¢..1a1111#1 SS.OPSF ypyyE E cT Erawte CW L/( Numbarbfan0orloa6onan uima Frame Freme wift mI H I,ld Oral 4A00 HSS Jaibb 30.60 Hd5 IJ=bl 38.Ib HAS Jamb 41.N HSS Jamb d8.06 Hi Jamb 5A80 HdS lJamb BO.00 HSS Jamb 86.08 HBS Jamb >1.00 HSS J. ]A60 H65 Jamb zrw 1 3 J 3 3 4 3 4 3 4 3 5 3 5 3 15 3 6 1 3 J0.G6 2 3 3 3 3 4 3 4 3 4 3 5 3 5 3 s 3 6 3 36BG 2 J 4 3 a s a d 4 4 a s 4 s a s 4 6 q 4 3 4 4 4 4 4 4 4 5 4 s 4 5 4 B 4 M.W 2 3 5 3 5 a 5 4 5 4 5 5 5 5 5 5 6 5 54.4m 2 3 5 3 5 a 5 4. 5 4 5 5 5 5 5 5 8 s Bb.08 1 3 1 s 3 5 4 s 4 5 4 5 5 5 5 5 6 5 6 5 61.00 2 3 8 3 6 4 B d 6 4 6 5 a 5 B B 8 a B BB.BO 2 6 3 e 3 6 I e d 6 4 B 5 6 5 e >LIp 2 6 3 B 3 e a 6 4 6 4 6 s 6 )3.86 2 B 3 6 3 e d 6 4 6 4 6 5 6 i N � ENGIMElydING MSSOCrATlE 258 Southhall Lane, Suite 200 Maitland FL 32751 0: 321 972-0491 F'. 407-860 2304 Geddlcate Of Authorization No. 9161 3 CARL A. BROWN, PEyy-ppFL#56126 75CIOTT A.LLOEW (TOR3LA',KI' j�4, Sip g7 V;o - cr f : LIE! p -Z,, •v � / s� K2 � - • a <r TOTNE BESTOFTHfyxflGl AND UNDERSTANDING,YYAAY AND ePECIFICATION3COMPP IwI FLORIDA BUILDING CODE SIGNED DBEALED FOR THE BT0.UCTURAL PORTION FTHIS DRAWING. N N tl 9 IYCVUNIVJ : N L,m O 0 Z i� z a a �® Z� �Qo f Q^ Zaiz M M o^ n FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REO01RE1VENTS OF SECTION R301OF THE FLORIDA BUILDING CODE 7th Edition 2020 RESIDENTIAL ALL CONNECTORS HAVE BEEN CHECKD TO WITHSTAND ALL APPLICABLE LOADS AND DESIGN CRITERIA STATED ON THE COVER SHEET, DESIGNED WIND SPEED SCANNED Tn� J ST LUCi - OU P ,... I STSEEllETe PSL-COUNTY CT Y.. -PA