Loading...
HomeMy WebLinkAboutBuilding PlansN O N_ N n N W rr y W F- C'3 fn REVISIONS ABBREVIATIONS DESCRIPTION Anchor Bolt Abv. Above Ftg. Footing Fix iec. Recessed Required or DATE MARK NC Air -Conditioner A.F.F. Above Finished Floor GaN. Galvanized Gals G.C. General Contractor qf. eq'd. Required ihrm Room A.H.U. Air Handler Unit BF Bifold Door Bk Sh Bookshelf G.F.M. Ground Fault Interrupter GT Girder Truss Rind. Round S Rod and Shell BLW Below Hdr. Header D or SO. Smoke Detector Bm. Beam Hgl. Height q Ft Square Ft, — _ Bot Bottom H.H. Hand Held GO Sliding Glass Door B.P. Bypass door BRG. Bearing HB Hose Bibb Hard Surface Fir. h. Shelves hwr. Shower C CarpetHS CL Coach Light Cir. Circle Ind. Interior KNyall Kneewall HT Sheet V. Side Lights CIg. Ceiling CJ Control Joint KS Knee Space Laun. Laundry P.F. Spruce Pine Fir Square Col. Column Lev. Lavatory Y.P. Southern Yellow Pine Comm. Community Comp. Compressor ILL Lintel Length LT Laundry Tub B Towel Bar emp. Tempered Dryer . D Dryer DB Door Bell Mas. Masonry hik'n. Thicken Dec. Decorative Marc Maximum O.B. Top of Block DbL Double Dia. Diameter MC Medicine Cabinet Mfgr. Manufacturer O.M. Top of Masonry D.P. Top of Plate Disp. Disposal Micro. Microwave R Towel Ring Dist. Distance DMF Decorative Masonry Finish Min Minimum MIL Microlam P Toilet Paper rrans. Transom Window D.V. Diverter Valve (Plumbing) DV Dryer Vent (Fir. Pin.) Mir. Mirror Typ. Typical DIN Dishwasher Mono Monolithic J.C. Under Counter Ea. Each E.W. Each Way N.T.S. Not to Scale Opn'g. OpeningJ.N.O. JCL Under Cabinet Lighting Unless Noted Otherwise Elec. Electrical Elev. Elevation Opt Optional Pc. Piece 3RG. Shower Valves ad. Vertical Ext. Exterior Fred. Pedestal or VTE Vent through Rod/Exterior Exp. Expansion PH PHONE N Washer FBC Florida Building Code PL Parallam NI With FC Filled Cell PLF Pounds per linear foot NC Water Closet Fin. Fir. Finished Floor PSF Pounds per square foot N.A. Wedge Anchor F.G. Fixed Glass Rr. Floor PT Pressure Treated Pwd. Powder Room Nd Wood DIN Window Fdn. Foundation PIN Picture Window WM Wall Mounted F.O.M. Face Of Masonry P.P. Pre -wire WP Water Proof Ft Foot' Feet RA Return Air lRart Radius WWMIF 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 c§ntained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reirnbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be Made in accordance to the terms of the agreement. GENERAL NOTES 1. All exterior walls shall be assumed to be load bearing. See plans for load bearing wall requirements. 2. Window and door suppliers shall provide rough opening info which shall have precedence over the plan. 3. Cabinet Mfrs. shop drawings shall have precedence over the interior cabinet elevations shown. 4. Do not scale plans, dimensions are to be followed as noted. If plans are Printed on 11x17 then listed scale is 1/2 as noted. All glass located in hazardous locations shall comply with section R308 of the Florida Building Code 7th edition (2020). 5. Dryer vents to be placed behind the dryer location and the maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3. 6. If water based ceiling texture material is used, provide 1/2" gypsum board for 16" o.c. framing, or 5/8" gypsum board for 24" o.c. framing. note. 1/2" sag -resistant gypsum board may be used i.l.o. of 5/8" gypsum board. 7. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Doors between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. 8. Duds in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garagt shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl dud 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- Nrrt 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, jobsiter 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 saFT. FILECOPY +a FOR cwE cCMQK1ANCE ST. Luut-i: 'COIL"14 SOC J ' r� IN �F_ DRAWING INDEX SSheet No. SHEET TITLE I Sheet No. I SHEET TITLE IE 1 M®� rDT N O N O+tTO r .`�QQ.•'�NS a GJ : ♦ '. f . CC :Lu of : ? the structural plans and specifications contahred within these drawings comply with the 2g20 Florida Building Cade - Residential 7ei Edition, Engineer's signature and seal Is only for the structural enalneedna portions of the dr&Mng pages beefing r HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q r > a) W 0 U r oco co L x 0 IL ^� m LO �+ to L U) —L VNx T 0 O d(D Q CD LL E OO 0 V- 0- Z T r a2'r LOL 6LLL c a v` a M 0 CS 1. 1 COVER SHEET 0 0 T c d i N 0 N CV n N LU D_ ri W U) I 26-0" U 20'-0" It 2'-0" r----------t---------I I I 20'-0" X 10'-0" I CONC. PATIO I I COND. M03. -31/2" 1 J y i o FM19 1.1 1 5'-2" 4'-8" 5'-0" 1.1 5'-2" '-8" CJ 4'-10" 4'-8" 6'-10" 2'-4" TY . @ CORNERS c 04 4r_$" VA I I \\\ FM01 0• FM15 \\ N I ® I \\ \ \ CHASE FOR A/C I r n 'i �o ■ I I i7 \\\ Mao � �IIL_JII = I60oo f II 11= co ---]J B I °Q iv � totpA�M CJ-T- CJ CJ CJ— ,- IN ■ U.N.O. y111� I \\ I ^11 I I CHAISE \ ISLA qD �I � I ;0 r 17 L TUB/SHW r TIz-�.. I FM12 1„ I r.1 FM01 �r /h\1]�;;;/I>\ CJ r TTYP. U.N.O. 00 °Q bN j137x60FS.I.:.CS.—.—.? .......—.—. - - - --I L=J—IIr1j\ �— - H - - - - — •.. — -' I15HOWER�; ---_ .I I 1 .. :: I -- I / L---11] co = I d I 16'-7" I ■ C I I FM20 2 TYP. .I I 1 Cj' .:................... CJ - - - - -� - - - JLLW O m ■ I I FM02 FM'2 10• t .. .. ; .. I .. ■ ,.,CA rN 10 1 �A06 I ■ — --- —: - - CJ i - - - —I o I 31 "a I I R fM09 FM01 I �— — — — 1.1 — -- — — ---- I -- — FM03 O 1.1 0 L — — — — — — — — —; — — — 2r-0" 16-0" 20'-0" _7 3/4" 2,_0„ ,-0' 4'-0" 48--0" 22'-0" T-10" L T-10" i TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN. 24" A.F.F. SCALE: 1/4" = 1'- 0" 1 FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F2.0 2'-0" x 2'-0" V-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" V-0" 3 #5 E.W. BOT. 11000 F3.0 T-0" x T-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x T-6" V-0" 4 #5 E.W. BOT. 21500 F9 4'-0" x 4'-0" V-0" 5 #5 E.W. BOT. 28000 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 WWF, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 3 ■ INDICATES FILLED CELL W/3000 PSI CONIC, FROM FOUNDATION, TO BEAM W/ (1) #5 REBAR, GRADE 40 U.N.O., TYPICAL ABOVE SLAB, HOOKED FTG. DOWELS 5" EMBEDMENT W/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @ EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF) AND SEE PLAN FOR SPACING. 4 CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS, 5 EXTERIOR SLABS SHALL SLOPE MIN. 1112" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET 1.1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. 10 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOUNDATION LEGEND i i - INDICATES SINGLE -STORY WALL FOUNDATION lm - INDICATES TWO-STORY WALL FOUNDATION - INDICATES CONCRETE PAD FOUNDATION ■ - INDICATES FILLED CELL WITH (GRADE 40) REBAR NOTE: PRIOR TO COMMENCING FOOTER VERIFY WASTE SYSTEM DRAIN LOCATION WITH PLUMBING CONTRACTOR. SEE DETAIL FM23/1.1 FOR MONO WALL FOUNDATION PENETRATIONS. FIN 3" MIN. GONG. — COVER @ RE8AR CONC.FOOTIER TYP. CONC SCALE: N.T.S. TO ELECTRIC SERVICE PANEL BURGUNDY GRC12 UL467 HIGH STRENGTH GROUND ROD CLAMP OR EQUAL 4" REBAR LAP HORIZONTALLY MIN. 15" STEEL WIRE TIE BAR ENCASED ELECTRODE and specification contehred wh hin tlrese N the 2020 F1c' BuddingCade- ion. Erigineets si lure and seal le onlyfor Bering potions of the drawing pages hearing B and seal. 51 m IO IN N HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 W U S_ Q� U_ z oo Z T_ N a O r M o c J co p LL c c U W L �a y r 3 LO U J 1.0 FOUNDATION co O 0 D_ LL N 0 N N r t REINF. SEE i PLAN SEE PLAN ---,,,,,,,MASONRY WALL, SEE - - - - - F•F.-- PLAN FOR REINFORCING. PROVIDE LOWER % HOOKED DOWEL b #5 CONT. @ TOP W.W.F. OR FIBERMESH " REINF. AT PERIMETER ° WHERE THIS CONDITION $a OCCURS AT V-0" FROM -.aEDGE }, FMo3 THICKENED EDGE REINF. SEE r IL L8 y STEP-DOWN , r 1 X x x. w �' GRADE,SEE PLAN F.F. REINF. SEE PLAN _ _ F.F. SCALE: N.T.S. PER PLAN PLAN ` r X 3: J� ° 6'-0" uj -ac ° ° --- --- ----- VARIES .REINF. REINF. SEE °° '�` q� N ¢ m z ��y�• ° EE PLAN ---PLAN - -- F.F. __ ° �.. I� CO w .* IL GRADE 2 #5's CONT. \ is a, (2) # 5 CONT. #5's VERTICAL - - DOWEL @ 48" O.C. 2 WHEN GRADE CONDITIONS (2)#5 REBAR • _ t0L WITHIN FND. REOQUIRE, DEEP MONO MAYBE 16" (2) # 5 CONT. =""esxs • < USED ILO STANDARD DEPTH. 16" ° $ (1) #5 REBAR CONT. � 16" MIN. TIE DEEP MONO TO STANDARD MONO DEPTH WITH FM18/1.1 @ t.. /� i TRANSITION EXTERIOR BEARING FM01.0 DEEP FOUNDATION OPTION FMo1 FM02 SECTION @ GARAGE M03, THICKENED EDGE FMos EXT. DOOR SILL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. J SCALE: N.T.S. SCALE: N.T.S. Yam. Qom• .�ri'�'E ••. co 2x BRG. WALL. SEE FLOOR 2x BRG: WALL. SEE FLOOR PLAN FOR MORE INFO PLAN FOR MORE INFO ��+Ht s>ts:��s� FRONT WALL OF GARAGE PROVIDE 13" WIDE RECESS @ GARAGE DOOR. EXTEND 6" REINF. SEE PLAN STEP -;PLAN REINF. SEE3-112" CONC. DRIVE w/ 1/2" BEYOND F.O.M. EACH END, TYP. REINF. SEE PLAN PLAN SEE PLAN SEE PLA MUDDED FLR. SLOPED TO DRgIN EXP JOINTS 10'O.C. TYP. --, GAR. FIN. FLR. - ----=" F. . °°_ 4 TothebestoftheEngineersknowled Information and belief, -1 ". ° -- - the sWchiral plans and speclacaions Wined within these ALIGN DRIVE W/ < l a i_!-_ m — -a- _ Residedweinemmplyw on. E 2020 gineseatda uiWing Code I (2) # 5 REBAR $^ 4' N * c- RmItleMIa17N EdNon. Engineses sign re and seal le only u ° . 16" (2)#S REBAR .0 - - the structural engineering portions of We di pages bearing BOTTOM OF RECESS • iv z � - _ & PITCH DRIVE (2) # 5 CONT. 4 16" -1 ° -II 8 4' - Engineers signature and seal. 16" (2) # 5 CONT. W 16" 4 �gN F 43 L J N N N y r 1 qa f'l w aD u yW {a� td; im 0.2 M 1 a g S SLAB RECESS LL' 3 10- ¢ O FM09 AT OVERHEAD GARAGE DOOR FM10 INT. BRG WALL (ALSOSHEARWALL) FM„ STEP DOWN BRG. FM,2 STEP DOWN NON BRG. FM14 SECTION @ SHOWER _ �` W o�n�a SCALE: N.T.S. SCALE: N.T.S. W m 6 LO o SCALE: N.T.S. SCALE: N.T.S. 1. SCALE: N.T.S.* N " z o 3 2 ° d F'1 W ALT: THE REINF. BARS (� SHALL BE CONTINUOUS m au AROUND CORNER BY N COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" #5 DOWEL(S) FOR MAS. COLUMN ° ° #5 CONT REINF. ( ) F ° SEE FDN. FOR PROVIDE 1 1/2" RECESS REINF. �N O a. TYP, $ C ° ° QUANTITY W.W.F. PLACED IN 1/8" SAWCUT x 1/4 V 00 #5 X 25" X 25" UPPER 113 OF SLAB SLAB THICKNESS O REINF. GRADE SEE P AN z ° o °° OR FIBERMESH WHERE SHOWN ON V) SEE PLAN x-- x,— CORNER BAR ONE REINF. SEE PLAN. FOUNDATION PLAN V) � m F.F. --" T 2 �#5 CONT. ° FOR EA. HORIZ. — — I I — x•-- „�, �.,., SEE PLAN ° c REBAR, TYP. U.N.O. ° ° ° ° ° Jr. Na z = SEE TY ° 2 #5 BENT BARS W/ ° w ° #5 REBAR MAT SEC. ° MIN. 25" LAP SPLICE — - X- — — — -X— —° ° a #5 REBAR MAT SEE FDN. PLAN ° ° SEE FDN. PLA FOR SPECS �- ,g^ ° 0® °• 1/2"EXP.JOINT FOR SPEC VARIES --I eI sm N W • O (S EE PLAN 2 #5 CONY. ( ) 90 ST D. HOOK SL.GL.DR. SILL DETAIL DETAIL CONTROL JOINT DETAIL HOMES FM15 BEARING FM17 COLUMN PAD FTG. — MONO FM18 TYPICAL STEP FOOTING FM19 TYP. CORNER BAR PLAN FM20 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 3999 West First Street Sanford, FL 32771 (407)302-9871 IV PLUMBING LANE TOP (2)- #5 x 4'-0' PVC OR CENTERED AT PIPE SCH40 SLEEVE LOCATION OF BARRIER TO BE V-0" IN TOP (2)- #5'S x 4-0" PEN TRATION A PLUMBING LINE FRONT OF MECH. OR APP. WHEN REQUIRED 2 CENTERED AT PIPE PVC OR In ct:! PENETRATION SCH40 SLEEVE ° MIN. 2-1/2" DIA. SCH. 40 STEEL PIPE rn m a) °• • ° ° ° WA/ELDED CAP FOR IC ER HEATER PROTECTION SLAB REINF. ° z ° ° OR _ Q T _ (SEE PLAN) _ �° a 1 tO ° • �° MIN. 4" DI A. SCH. 40 STEEL PIPE > -- ° h FILLED W/ CONCRETE FOR GAS A SEE FDN. L WATER HEATER PROTECTION W Ou') \ EEF N.PLA PIPE PERPENDICULAR TO FDN. TOP OF3LA6 v o-j 4" PVC SLEEVE FOR SIZE & �_ 0 1 THRU FOOTING `, IN TOP (2)- #5'S x 4-0" PVC OR m FORSZE&REIN PIPE VERTICAL THRU FDN. PENETRATIONCENTERED AT PiPE PLUMBNGLNE SCH40 SLEEVE a co U T_ o Z L O ai� N D- O PIPE PERPENDICULAR - --- __-- _._ _-_--- --- I � ° I�CONCRETE r r OLLra!-14" MIN. DIAMETER 0 oTO EXTERIOR FOOTING c M­l - — — —� 11 FOOTING Reference No. 21-10710 --r - Sheet: DETAIL SEE FDN. 1.1 FM23 TYPICAL FOUNDATION PENETRATIONS FOR SIZE&REI F. FM24 PROTECTION (BARRIER DETAIL SCALE: N.T.S. SECT. "A -A" SCALE. N.T.S. FND. DTLS. N W w h C7 U) 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 V-O" OR LARGER HURRICANE ANCHORS FLUSH WITH TOP PROVIDE SCREEN WHEN TYPICAL SEE PLAN OF WALL 10 BLOCK BELOW IS NOT REQUIRED TO BE FILLED. RYP,) STANDARD90 DEGREE HOOK HOOK LINTEL - - " REINFORCING INTO , , P - 'a" , , -� '� a : c - _ Z UJ[TYP. BOND BEAM SIDEVERTICALS ( ' 1 !II NG' w U)$INTEL BLOCK WHEN TOTAL I FILL w/ 3000 psi OPENING WIDTH IS a �„,., z G W LU 0 6'-0"OR LARGER -` �` �-T Ir.� z -� ir.. g CONC. w/(1)#5 DIA. REBAR •III +111 PROVIDE 3"x3 HOLE _ JIr BOTTOM OF PRECAS ;f L - LINTEL TO EXTEND .1 -•�: PROVIDE STD. 90' WALL REINF. THROU • STD. 90 DEGREE HOOK W/ MIN. 25" LAP%I' _'h.; AS REQ'D. ' T' , ( ANGLE 3000 psi SPLICE ON EA. END - CONC. w/ (1) #5 WHEN TOTAL OPENING ..1�, REBAR BOTH SIDES {• REBAR BOTH SIDES •C '; -1y DIA. REBAR IS 6'-U" OR LARGER OF OPENING U.N.O." OF OPENING U N O J'' 12" OR LESS PROVIDE KNOCK -OUT _.i _.1- s a:.� -= 3^^7; 1 INDICATES BLOCK FOR FIRST ° FILLED CELL COMPLETE CMU 6{1 '.1�. FROM FTG. TO COURSE BELOW SILL& `• BEAM w/(1)#5 FILL SOLID W/ (1) #5 BAR , I I :- I. • I BAR WHEN TOTAL OPENING ` ISV-0"OR LARGER 8"x8"X16„ CMU U.N.O. ° II_ , II.. TYP. DOWEL 25" MIN LAP _ ,11. •I (AC1530) 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 LINTEL BLOCK w/ 1 # 5 TYPICAL SHEARWALL SEGMENT y'•'•" '"'" �1' ";" ^'_' '_'," BAR & 3000 PSI GROUT, MIN.25" L-8 �` '�1Jµ'' ,.•� ,•'.',^ ALL SHEARWALL SEGMENTS LAP (ACI 530) O CONSIST OFAFILLED L-14 .•`Iw.'*:+: CELL EACH END WITHOUT AIIIIIII O L-16 AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. CONC. SLAB GROUT ONE #5 (GRADE 40) OVER 6 MIL V.B. @ LOCATIONS SHOWN ON ,.r, OVER CLEAN THE FOUNDATION PLAN LO AND FLOOR PLAN, MIN. EARTH FILL, SEE PLAN LAP 25" (ACI 530) TOP OFSLAB Ilk n w4; e'1 NOTE: ea In ':%r r. <;'r:. `<''r. ;;•r c:'r. SECTION BETWEEN DOWN RODS L-22` " L-24 L-32 ARE CONSIDERED SHEARWALLS O GO O UNLESS OPENINGS ARE BETWEEN THEM. -ALL LINTEL LENGTHS GREATER SECTION THAN 22'-8" WILL REQUIRE (2)-#5 TOP OR (2)-#5 BARS TOP & BOTTOM MS02 TYPICAL SHEARWALL DETAIL 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 #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQUIRED MIN. (1) REQUIRED F - N Q _ TOP KNOCK OUT/ Q r W J LU - q LINTEL BLOCK z:N r U COURSE TOP KNOCK W U Q , J GROUT z OUT/ r Z U #5 REBAR O BLOCK 00 AOT BOttOM COURSE W � O CAVITY Q > Z CC ADDADDITIONAL r BOTTOM Q _d UNFILLED (p REINFORCING W COURSE(S)AS r PROVIDED �. READ FOR LINTELS IN LINTEL = -"S REQUIRING MORE p (VARIES) 0 LL THAN 16 IN DEPTH 2 7-5/8" ACTUAL W 8U8ABIIT PRECAST > 8" NOMINAL WIDTH LINTEL WHEN TYPICAL LINTEL DETAIL LINTEL IS TO BE E=NS.S. INSTALLED OVER DOOR USE BIRDS" #6 RESAR AT TOP BOTTOM MIN. (2) REQUIRED REINFORCING I- a PROVIDED IN _ O LINTEL(VARIES) TOP KNOCK OUT/ Q W LINTEL BLOCK UNFILLED LINTEL DETAIL _ COURSE H= (V Q SCALE =N.T.S. QQ r J GROUT r FORM&GROUT SOLID _ Z U (2)#6 REBAR AT 00 BOTTOM OF OLINTEL CAVITY 7 , QQzBOTTOM O IjJ to °� REINFORCING °s� r J r U i PROVIDED IN LINTEL p5 BAR CONT. (VARIES) -5/8" ACTUA 8F12-1 B/1T 8" NOMINAL WIDTH O O "U" LINTEL DETAIL "V" LINTEL DETAIL SCALE= N.T.S. SCALE: N.T.S. MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lmtels-3500 psi. 1. PmvidefUI mortar head and bedjoints. 2. f'c prestressed lintels - 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 fg = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. maximum 3/8" aggregate and 8" to 11"slump. 4. U-Lintels are manufactured with 5.112" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength =1900 psi. 5. All lintels meet or exceed 11360 vchiral deflection, except lintels 174" and 5. Reber per ASTM A615 Grace 60. longer with a nominal height of 8" meet or exceed U180. Prestressing strand per ASTM A416 grace 6 Bottom field added odder to be Iognted at the bottom of the lintel cavity. 6. 270low relaxation. 7. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM Alp 0. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete 7. Mori per ASTM C270 type M or S. masonry units. 9. Safe load ratings based an rational design analysis per AD 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The extedor surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved Coating. 12, Lintels loaded simultaneously with vertical (gravity and uplift) and horsomal (lateral) loads should be checked for combine loading with the following equation Applied vertical load Applied horizontal load 1.0 Safe vertical load Safe horizontal load LINTEL DESIGNATION SCHEDULE LINTEL LINTEL MARK MARK REQUIREMENTS REQUIREMENTS F = FILLED WITH GROUT I U=UNFILLED R= 0 8RF6.OB11T O 8RF14.0B/1T RECESSED QUANTITY OF 0 8F8 OBl1T M 8F16 0BI1T 5 REBAROF OTTOM VI INTEL CAVITV I 8RF14-18/iT N O 8F20-OBI1T 8F16-1B/1T O 8RF22-OB11T8F20.1B/1T O 8F24-OBnT8F16-1T NOMINAL TQUANTITYOF WIDTH 15 REBAR AT O 8RF22.113/1T QO 8RF30-013/11T 0 8F24-16/iT O 8F32.0B/1T TOP NOMINAL O 8RF30-18I1T O 8F28.1B/1T HEIGHT TYPE DESIGNATION O 8F32-1B/1T OT 8F40-1131T 0 "SEE DETAIL ABOVE O 8F16-2BI2T O 8F8-18/iT (D 8F121B/1T k r OO D 5'-10" LL 5-10" LL 7'O �te,ttrFr� SCALE: N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 2x8 3116"X3" 12" O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. #5 REINF. BAR R 1 7/8"--TIE-BEAM CONCRETE LINTEL 10^ #5 STD 00 HOOK 9 2 2X P.T. O 4'-6" LL r+c+: ti C'J: vLV ` aid ;L to IN A O t •rfrtl .giA]���'t To the treat of the Engineers knowled informatlon and Idol. the streCWral plans antl spealficatlone ntalnetl wtlaln these drewbgscangly, the 2020 Fbddi ulldingCode - Residenrai 7th Edition. Engineers sign m and seal Is any for the shvctulal engineering portions of the drawing pages bearing Engineers signature and seal. b qq f E mr a o g�:3$ric CL CJLL#in aai^iM u-p 0midI ad 00N M Z L) J N = OU��❑ W ad O IL Q) O U 4'-6" LL U S V) to S n 8 N & Sm v' HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 0 m � m J m CO Q 1 SCALE:1 =1 -0 20"MIN. LAP to BUCKS W/ 1/2" O.S.B. - ¢ BETWEEN OD MIN. O O O W O c7 #3 OR #4 REINFORCING 17L4" LL T-4" LL 4'-6" LL 4'-6" LL U ,- '" NT o BAR Q M #3�& #425LAP SPLICE T m O LL MI D #5 REINFORCING BAR a O r #5 LAP SPLICE m e LL 36" MIN. LAP E Z r LL .. v 6 JD #6 REINFORCING BAR U a Q Reference No. 21-10710 #6 LAP SPLICE FASTEN PT 2X NAILER IF bOUBLE 2X NAILER IS USED, Sheet: TO MASONRY U$t 1/4"X4" TAPCONS. SEE OTHER DETAIL DETAIL NgTE FOR SPACING REQUIRED. 2.0 Mrs 05 REBAR SPLICE DETAIL "GRADE 40 U.N.O. MS11 2X BUCK TO MASONRY LINTEL PLAN SCALE: N.T.S. SCALE: N.T.S. LINTEL PLAN SCALE: 1/4" = 1'- 0'° 0 0 T 0 go nl 0 N_ N r` N W rr cc W_ H 0 (n g old p Z x OW M U q �°z =a� 88' 1 D1 kTYR 0 m r C4:Vriw 26'-0" 20'-0" 2'-0" 204" X 19-0" CONIC. PATIO SLAB X C.PAL) CONIC. COND. I g'_6e 4 14,_10„ TYR 21,_0" 2,_8„ HD35 S 35 SH 6'•8" O "ilm O 6068SGD D1 4 EGRESS HDR. @ 6'-8" W TEMP. 13'-OS„ 2868 22'-3" 11, Us V' T r 3,_5e a 22 8,_Ug'" I 1" - - _ROOF G.T.- GREAT ROOM I............ I O R U") T-1 1/8" CLG. HT. DINING iv j zo 1 o MASTER BEDROOM ED Si�K 8'-1 1/8" CLG. HT.LU 8'-1 1/8" CLG. HT. I� I , 5n 3-10$ Lr3 O I z lO 2'-5" VU........... N Ia0 KITCHEN 8'-1 1/8" CLG. HT. I ..... 2668 BF x N I W.LC• i I 3068 BF PANTRY b" 1 (4) 16" SH. iV a '-1 1/8" CLG. HT:-e a o 1" u) I �N TUB/SHW 5 I 7 43 I 1 T_3n f 5,_�„ 4,_91„ - L-------- -J PLATF RIM 3 RISHX'A JN o F.F. V . 00 ....... M. BATH c _ ¢ m 6 8'-1 1 /8" CLG. HT. a U BEDROOM 2 264s ' $ " 5'_o-" zo u 9'- -0" a 8 6 -1 - - - - - - 3 HOWE DR. @ 7' N ' A 5' 4 10'-18. B T-11/8"CLG. HT. x ....... BA. SIN W.H. is 8'-1 1/8 CL w w8' 1 1/8 LG. H r H7`•� w ¢ � Z n 10'-1s 8' 8a I s Y y s N F 511X22:5- _ j 00 " 5 _ATTIC 286 L _ ACCESS, _ =J 6 _ N 5068 BF N �1N 6'-7" O ' 1,_78, � 6,_�18„ 6,_7�„ T 6,_75„ R/SH S02 MS 1 BUILDER TO PROVIDE 2 O 2 APPLIANCE PROTECTION ' I N " HEN REQUIRED PER FBC 2-CAR GARAGE =I N fV 8 nbao. 8'-1 1/8" CLG. HT. A.F.F. 5068 BF 5068 BF N 18' 9a" 6'-8" 1s N '' N 50 FOYER FURRED -OUT WALL, SEE PANEL WALL 8'-1 1/ " LG. HT - - DETAIL A/8.0 - - - - - -----------------------� - _ � N al ,IIIW --ROOFGT. b T (7100 Di � BEDROOM 4 BEDROOM 3 I TYP. 175 ■ 8'-1 1/8" CLG. HT. 8A 1/8" CLG. HT. GARAGE g„ D1 JAMBS 18 -83 1' „ 3' „ '4" 10'-28" 10'-18a 83„ B 16070 OVERHEADDOOR -8 4 E N RY 978"CL ._RrA.F.F- - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ ___ ------- ■ ■ ■ ■ ■ --------- 25 SH 25 SH �Co HDR. @ 64" 1 HDR. @ 6'-8" 2'-0" 16'-0" 2'-0" A 5. 4, 4„ EGRESS 10, 4„ pl EGRESS 7, 4„ CUBIC VOLUME:14936 CU. FT. 20'-0" 6'-0" 22'-0" 48,4" 1 D1 TYR O 25 SH HDR. @ 6-8" EGRESS fV M 0 T` r 0 BEAM SCHEDULE WALL TYPES LEGEND Masonry MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP ® 8" NOM. CMU @ 8'-1 1/8" A.F.F./ Furring, Insul., and BM1OOSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO ** SEE NOTE-2 BELOW ** 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 W17/16" CONNECTION: PROVIDE (2) USP Standard 2x4 Framing - Wood or Steel FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO s?rr - Standard 2x6 Framing - Wood or Steel OOSB BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 0 Interior Bearing Wall 12" O.C. TYP EACH SIDE Tame Wall Locateda ow . w ap (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP 0 - Wood or Steel OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO 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 Yz" x 9 Y4" GLULAM CONNECTION: PROVIDE (2) USP eMa (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO STUD CONNECTION & FASTENERS LUMBER UPLIFT WOOD POST OR (2) USPTAI8 TO MARK SPACING BOTTOM SPECIES CAP. [p8] CMU COL. U.N.O. ON ROOF PLAN 3 Y2' x 11 Y4" GLULAM CONNECTION: PROVIDE (2) USP BW4 76" ENAILS (2)166 TOENAILS SVP NO BM5 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO UPLIFT WOOD POST OR (2) USPTAI8 TO RTBA W/ CMU COL. U.N.O. ON ROOF PLAN BWS 18" S-STUD; (5) 10d NAILS STUD; SYP 450 3 Yz' x 16" GLULAM CONNECTION: PROVIDE (2) USP(1.9E/Fb=2,400 S - PLATE (4) 10d NAILS. PLATE PSI) MSTAIB OR (2)USPHTW24 TO BW6 76" S sn O; {s)>od NAas STUD;gYP 900 WOOD POST OR (2) USPTAI8 TO LS-PLATE. (4) 10d NAILS- PLATE CMU COL. U.N.O. ON ROOF PLAN NO 5 Y' x 16" GLULAM CONNECTION: PROVIDE (2) USP W B10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO RT&A W/ Branca BM7 WOOD POST OR (2) USPTAI8 TO BW11 12". (6)10d NAILS -STUD; Its) (5) 10d NAILS STUD; SYP 600 CMU COL. U.N.O. ON ROOF PLAN 10d NAILS -PLATE (4)IOd NAILS -PLATE 3 Yz" x 14" GLULAM CONNECTION: PROVIDE (2) USP BW12 12, (2) RT W/ (s)1od NAILS -sruo; ) R BA W/ (5)1od NAILs-sruD_ SYP 1200 BMS (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN GENERAL BEAM NOTES 1 VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED ( MIN 4" BRAKING EACH END) DOUBLE 2x HEADER, SEE FLOOR PLAN FOR MIN SIZE. SEE® FOR CONNECTION INFO. IF HEADER IS 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS WITHIN WALL INDICATED ABOVE WITH NO UPLIFT, 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY CONNECTORS INDICATED INI V CAN BE IGNORED. WITHOUT WRITTEN APPROVAL FROM THE E.O.R. T/WALL SEE PLAN FRONT PORCHES: ALUMINUM SOFFIT MATERIAL REAR PORCHES: TEXTURED PAINTrD: 1/2" EXTERIOR GYPSUM SOFFIT BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH 2X BLOCKING PROVIDED AT PERIMETER. THE GYPSUM BOARD SHALL BE ATTACHED W/ TYPE "W" 1 1/4 " DRYWALL SCREWS @ 8" O.C. IN FIELD AND EDGES AREA TABU FIRST FLOOR PLAN = LIVING TOTAL FLOOR PLAN GARAGE ENTRY SCALE: 1/4" = 1'- 0" TOTAL AREA - ,TION A _ 1867 SQ.FT. 1867 SQ.FT. 409 SQ.FT. 28 SQ.FT. 2304 SQ.FT. DOUBLE 2x TOP PLATE 2x STUDS PER PLAN/SCHEDULE 2x MID -SPAN BLOCKING w/ (2)- 12d TOENAILS @ EACH END FOR WALLS CONNECTORS TOP AND BOTTOM PER 2x P.T. w/ 3/8. dla. x 6" I.G. HEAVY -DUTY - SCREW ANCHOR (WEDGE BOLT OR EQUAL) w/3" x 1/4" PL. WASHER (TYP) w/MIN.1-N4 EDGE DISTANCE; OR 1/2"A.B OR 1/2"A.T.R. EPDXIED w/ 7" MIN. EMBED. (IF AT STEP, 7" MIN. EMBED. PAST LOWER SLAB), @ 32" O.C. ""SEE NOTE 7 BELOW "" -MASONRY WALL SEE PLAN (1) 2x SYP #2 STUD 1x6 OR 1x8 FUR STRIP STANDARD HOOKS, SEE MS05/2.0 FOR MOR INFO ATTACH FUR STRIP TO MASONRY w/(2) ROWS 0.099" X 1-112" CASE HARD NAILS 0 12" O.C. ATTACH FIRST 2x STUD TO FUR STRIP w/(2) ROWS 0.099" X 2-114" CASE HARD NAILS @ 12" O.C. V- _'_@ I PLAN FOR MORE �I INFORMATION SW- WHEN DESIGNED AS A SHEAR WALL, (2) 2x SYP 42 TO BE USED AT END OF WALL w/ (3)1YY x 6" USP WEDGE EXPANSION ANCHORS TO BE USED IN LIEU OF CASE HARD NAILS BEARING WALL DETAIL ONLY IN THE FOLLOWINGS ROOMS: • FOYER • GREAT/FAMILY ROOM • DINING ROOM • KITCHEN/NOOK • MASTER CEILING AND TRAY • FLEX/DEN " AS NOTED NOTE-2: 40 MIL PVC SHOWER LINER IS USED FOR ALL WIN 1H2SH 251/2"x25" 271/4"x26" 1 H3 SH 25 1/2" x 37 3/8" 271/4" x 38 3/8" 1 H4 SH 251/2" x 49 5/8" 271/4" x 50 5/8" 1 H5 SH 25 1/2" x 62" 271/4" x 63" 23 SH 36" x 37 3/8" 37 3/4" x 38 3/8" 24 SH 36" x 49 5/8" 37 3/4" x 50 5/8" 25 SH 36" x 62" 37 314" x 63" 33 SH 52" x 37 3/8" 53 7/8" x 38 3/8" 34 SH 52" x 49 5/8" 53 7/8" x 50 5/8" 35 SH 52" x 62" 53 7/8" x 63" 4030 SH 47 1/2" x 35 1/2" 49 1/4" x 36 1/2" (2) -25 SH 72 1/8" 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 37 318" 27 1/4" x 38 3/8" 3010PW 36"x111/2" 373/4"x121Q" 3012 PW 36" x 131/2" 37 3/4" x 14 1/2" 3040 PW 35 3/4" x 471 /2" 371 /2" x 48 1/2"" 4010FX 47 1/2"x 11 1/2" 49 1X'x 12 112" w/ sill _ 4040PW 47 1/2"x 47 1/2" 49 1/4"x48 1/2" 4044PW 47 1/2" x 511/2" 491/4"x521/2" 3715 FX 36" x 14 1/2" 37 3/4" x 16 1/4" w/O Sill 37 314" x 151/2" w/ sill WINDOW TYPE 2024 SH 2030 SH 2040 SH 2050 SH 3030 SH 3040 SH 3050 SH 345 SSH Lc) - owv on (2) - 3050 SH (2) - 2630 SH 3010 PW 3012 PW 3017 PW 3060 PW 4040 PW 30- 1/2 ROUND 2-0 [IN -SWING] GENERAL BEARING WALL NOTES 2-8 [IN -SWING] 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. CONTACT E.O.R. IF SP4'S,SPB'S OR BPS'S CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 5. IF "BW"IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WF05/34 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. ALL 2x EXTERIOR WALLS w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d=0.148" DIA. X 3" LONG. 3-0 [INSWING] - 3-0 w/ (1) SL [IN -SWING] / O W2 3-( ) SL [IN -SWING] 6068 SGD 6080 SGD 8080SGD 9068SGD COLUMN SCHEDULE 9080 SGD MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lbi C3 (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT 12080 SGD C4 (3) 2 x #2 SYP (A) HTT45 w/ 5/8" ATR & (18) 16d X 1-112" NAILS 4160 8'-0" x T-O" GARAGE DOOR ATTACH BASE w/ (B) (2) 2470 16'-0" x T-0" GARAGE DOOR C5 4 x 4 P.T.#2 SYP T HTT455 WW/ / 5/8 5/8" ATR & (18 16d NAILS G = U = 4160160 SEE MANUFAC POS C6 6 x 6 P.T. #2 SYP H 45 W/ 5/8" ATR & G =1600 POST (18) 16d NAILS U = 4160 1�fl4 x 6 P.T.#2 SYP HTT45 W/ 5/8" ATR & C9 POST (18)16d NAILS 4160 5.25"X5.25" P.L. 1.8E UPHD8 W/ 7/8" ATR & (24) C11 Fb=2400 (WOLMANIZED 1/4"X2-1/2" WS3 WOOD 8185 IF EXT.) SCREWS NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEL CONNECTOR & FASTENERS. GENERAL COLUMN NOTES 1. SEE FLR. PLN. FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL K/D1 MINIMUM BOLT EMBEDMENT: V 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 SIZE ROUGH OPENING 231/2" x 231/2" 24" x 24" 231/2"x271/2" 24"x28" 231/2" x 35 1/2" 24" x 36" 231/2" x 47 1/2" 24" x 48" 231/2" x 59 314" 24" x 60 1/4" 35 3/4" x 35 1/2" 361/4" x 36" 35 3/4" x 47 1/2" 36 1/4" x 48" 35 3/4" x 59 3/4" 361/4" x 60 1/4" 39 1/2" x 59 3/4" 40" x 60 1/4" 47 1/2" x 59 3/4" 48" x 601/4" 71 5/8" x 35 1/2" 72 1/8" x 36" 71 5/8" x 59 3/4" 72 1/8" x 60 1/4" 591/8" x 35 1/2" 29 5/8" x 36" 35 3/4" x 11 1/2" 36 1/4" x 12" 35 3/4" x 131/2" 361/4" x 14" 35 3/4" x 18 3/4" 36 1/4" x 19" 35 3/4" x 71 1/2" 361/4" x 72" 47 1/2" x 47 1/2" 48" x 48" 35 3/4" x 17 7/8" 36 1/4" x 18 3/8" 2ERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW. DOOR SCHEDULE ARE INSWING AND IF YOU NEED 0 TSWING 03/8' OFF HEIGHT SIZE MASONRYOPENING 25 1/2" x 82" 29" x 83 3/4" 8] 0] 331/2" x 82" 331/2" x 98" 37" x 83 3/4" 37" x 81 01 37 1/2" x 82" 37 1/2" x 98" 41" x 83 3/4" 41"x 99 3/4" 8] 0] 51 1/8" x 82" 51 1/8" x 98" 54 5/8" x 83 3/4" 54 5/8" x 99 3/4" 8] 0] 64 1/2" x 82" 64 1/2" x 98" 68" x 83 314" 68" x 99 3/4" 72" x 80" 75 1/2" x 81 3/4" 72" x 96" 75 1/2" x 97 3/4" 96" x 96" 99 1/2" x 10613/16" x 80" 110 1/4" x 81 3/4" 106 13/16" x 96" 110 1/4" x 97 3/4" 141 1/8" x 96" 144 5/8" x 97 3/4" 96" x 84" 96" x 94" 192" x 84" 192" x 84" REFS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER DOOR. the shucmrel plans and specificationLE-ins wi8,in these drawings complyw the 202C FloriMIngCode - Residential 7th Edition, Engineer's seM seal Is only for the structurel engineering portlons of the dewing pages bearing 1 (2) - 2X6 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 2 (2) - 2X8 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 3 (2) - 2X10 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 4 (2) - 2X12 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 5 31/2" X 71/4" GLULAM (1.6E/Fb=1,500 PSI) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING -JATO KINGSJACKS SIZE EA END EA END EA END EA END V-0"-T-11' (1) (2) (1) 1 (2) >4'-0" BUT <9'4)" (2) (3) (2) 1 (2) 160 MPH OPENING PRESSURES 10'-0"-16'-0" 3) 1 (4) 3) 1 (4) C&C LOADING -ENCLOSED -EXPOSURE "B" - 23' MEAN ROOF HT. GENERAL HEADER NOTES EFFECTIVE WIND INTERIOR WALL ZONE(4) EXTERIOR WALL ZONE (5) (MORE THAN 4-FT. FROM BLDG. AREA (SQ,f TA 4(-FT. OR CLOSER TO BLDG. MNER 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPE CORNER) _C 0 -19.99 O 1 + 27.7 PSF / - 30.0 PSF + 27.7 PSF! 37.0 PSF 2 - O AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR A REQUIRED CORRECTIONS UNO ON PLAN. 3� +26.4 PSF / 28.0 PSF +26.4 PSF l-34.O PSF 20 - 49.99 • 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER CONN50-99.99 ALLHECTIONFCKANDOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL K/D1. +24.7PSF/-27.OPSF © +24.7PSF /-31.0PSF SOFFITS (END ZONE) +277 PSF /- 370 PSF .. 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 1Od COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2X1O GARAGE DOORS +24.3 PSF /- 27.5 PSF OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. r� E r6qq a� LL LL Pi Y �` J o T°d�a °' C0 a k � N j`Jji Z N NO U J _❑❑❑ W q H0"'MES 3999 West First Street Sanford, FL 32771 (407)302-9871 CU J Q W , p U OM L N u O J m 0 LL- ^ Ly G L) co Lr) 1✓ 1A _ i c r r D LL E OO C) 0_ Z T r N LO LL CD 0 °c LL a _J a a Terence No. 21-10710 set: 3.0 u N W rr nr W_ 0 th STD. C.L. PREWIRE 0 4" ETCHED BAND, TYP. 12 4� ra:a:�:al�Iae�al�Ial�ial�iac�ii �c 6" ETCHED — BAND 12 4� — 1----------------------- -- FIF ME STRUCK BLOCK 12 4 FIBERGLASS NGLES, TYP. M I� ------A--------------------- —------------------------------L—_ - FIBERGLASS —SHINGLES, TYP. T.O.M. ' WDW. HDR IF ON BLOCK, TYP. 50 4" ETCHED to BAND, TYP. FIN. FLR. x 10'-0" CONC. — PATIO SLAB R. R® T ELEVATION SCALE: 1/4" = 1'- 0" FZK4M :II I. = 1'- ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent. wood preservatives per the manufacturer's recommendations. "CALCULATIONS aASED ON THE FOLLOWING VALUES" RIDGE VENTS - 15 SO, IN. OF NET FREE AREA/ LINEAR FT. OFF -RIDGE VENTS- 140 SO. IN. OF NET FREE AREA UNIT • SOFFIT VENTS - 22.3 SO. IN. OF NET FREE AREA/ SO. FT. 1/150 Rule 1/300 Rule ATTIC 34. IN. of SQ. FT. of LF M SO. IN. of SQ. FT. of SO. IN. of ventilation to SPACE venilaton vented vented soffit ventilation vented be Provided requiretl Provided required by upper needed neon ventilators FIRST FLOOR PLAN 2359 2264.6 101.6 200 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 '.)y Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations With seal. seal Is only for Pages beedna f I E rt�f N � C b LL LL b� Y .E nCP 3? LL a of (h CN'f W as N �°Ma¢t x b Z J N 6 Z W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 N J Q LLJ O U r oM S— u C J m LL C ^Q) LL C U to h L U) •� O C E r- Z r ai tt,0o L1 m a a a J M LO O_ O IL Lt_ N O N_ N n N W IY LPL W to \ f ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, '•� U.N.O, PLUMB CUT WITH LEVEL RETURNS r�'• EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) ; Coastal Flashings: all flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. f z f; 17 FIBERGLASS SHINGLES, TYP. 12 1 12 / 4 4 ,;,toaar7fj�r� -.,sow_ �' ,jr'?��ij��y — e�'�pQJ��••'� N° _ L T.O.M. 11-01, WDW. HDR. '`.r�"", 5 �<) 'c ------ ---------------------------------- - -------------- - - - - _ _ 1-p _ •. ,•��, F • . > � `^ �, � lea e Aw STRUCK BLOCK 00 oD to FIN. To the best of the Engineers knoed , Infaimatlon end belief, ----------------------------------------------------------- - - - - - - - - — — — _ — the sbucWrel plane and speedmilons m w n these drawings camplywdh the 21120 Flontla uiMing Cade - Residents] 71h Edition. Engireers si ure and seal Is only for 20'-0"x10'-WCONC. thestructualgnaWrearinapor nsofthe tdraWngpages bearing Engineers PATIO SLAB M E -CALCULATIONS BASED ON THE FOLLOWING VALUES" RIDGE VENTS 15 80. IN. OF NET FREE AREA/ LINEAR FT.., - i rm1 d r", • OFF -RIDGE VENTS - 140 $0. IN. OF NET FREE AREA UNIT -, 0; u LL Nr w • SOFFIT VENTS . 22.3 SO. IN. OF NET FREE AREA / SO. FT. z � 1/150 Rule 1/300 Rule * „I, ATTIC SPACE 0 J -a O Y ca 0 1 a "*�^ .� m g O $0, IN. of SO. FT. of vented LF of SO. IN. of S0. FT. of vented SO. IN. of venWation to verdileden required soffit vented soffit provided vendlatim required son be provided by upper 'b�'Y:Sr'. 5 = m ., t0 op Q needed needed ventilators d a k =' 3 FIRST FLOOR PLAN 2359 2264.5 101.E 200 1132.3 25.4 566.2 i N M z h _ 071❑❑ RP®/ LEA/®/ '1 SCALE: 1/4" = 1'- 0" W ai 4 0 WN I -a J !R LL v w U 0_0' V) �.. ' V) O tY/ i/•n�-(� N t y `• J �+\ L $ zl fn m O � M® FIBERGLASS Ed SHINGLES, TYP. 12 12 3999 West First Street 4 r7 4 Sanford, 171 (407)302-9871 - - - T.O.M. J WDW. HDR 7 ----------- ------- ------------------ --- Q d) elao W T O —STRUCK BLOCK T oD M a)0) LO U T DM L U C J -m° C LL C N LO L CD- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T LL - ------------------ 00 20'-0" x 10'-0" CONC. _ m N (�O 0.. E Z T•T r d lf) LL oc LL PATIO SLAB E n U a 0 $ 0 eference No. 21-10710 Sheet: 4.1 LEFT ELEVATION ELEVATIONS SCALE: 1/4" VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vont (1st Floor) — 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations N W ry rr W_ H C7 W 0Y rr LLU r R S H ENGINEEREDCLADDING WIND PRESSURES AND SUCTIONS DESIGN MEAN ROOFBHEIGLE OM5 25 COMPONENTS AND WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION I4:12]-I12:12I AREA ROOF 1 2e 2n 2r 3 3e 3r a Oft ,.a , �p ,. ,IK='IK='IK 10 HIP 37.02 -51.06 -51.06 -51.06 GABLE 1 -37.00 1 -37.00 -58.99 58.99 1 -58.99 1 -76.03 --7------7 ROOF O-- `\i I NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): j r v ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD � ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®i r� ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 19/32"STRUCT 1 ZIP ROOF SYSTEM I 1 I j TILE: 19/32" STRUCT 1 ZIP ROOF SYSTEM j I@ t e ) '41- 4 � 13r 3rL I� 667 RSRS-01 REFERENCE TO 8tl 2 3/" x 0.113" NAILS k' MINING THICKNESS IS GREATER THAN %2", SHEATHING SHALL BE FASTENED 11,,aa II,,aa� ISRS-0310d (2Y," x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS > �rJrXr' r4 3LE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft VG @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 45 DEG. LAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4'121-[12'121 JAILING SCHEDULE. I 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 1803) -TRUSS TO MASONRY: (1) TA18 54 JACK TRUSSES TO GIRDER TRUSS SHALL BE NAILED TOP/BOTTOM CHORD. FOR VALLEY SET TRUSSES, SEE ENGINEERING TRUSS PACKAGE FOR CORRECT CONNECTION [VC1] 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. PROFILE 10 SPAN TROSSTYPE PITCH I LOH I ROH I WANT I RCANr I REACTIONS Om2 Mail 2 ID1 4800a H01 4.000D &IDA MgOM OP0090 MMM 624.3 be. 1624.31bt. 1150.61th. -1150.6k m2 Ohl 11 2 H02 4" H02 4.MM 0010M Mims 1m7IIA 180216s. 11735 to& -1173.5bs. 04112 Join 12 2 HM 484DM HM 4.01101) 001D4M *1008 MM-00 DO" 812.41m.. 1812.411a 1194.AM. -1194.41th. m2 Art 12 2 HM 48aa H04 4.COM W10M 001008 M4pM M41PM 181811h 181881bs. 1210a. -1213.2 Bs. oim2 Joint 12 2 Iq5 4" HM 4.MM &ID4B M1. MMM MMM 824.31be. 1624.31K 1229JIlk -1229311s. m2 Jantlit 2 1106 48" H06 4.0000 00104 001D4B OS" MMM 624.3Iba 16243 ba 12445lbs -124451th 0h12 Jonh70 2 HGR07A 48-ma HGR07A 4=0 0010M 0MGM MMM MM4M 40.78n. 4459.3ln 783.21te. 1,3765A to& 'm2 Joim3 JdM4 8 J14 0144 J14 ROMg 001006 30.71N. tOS on. 10.816s, 132.31h. 431Lo. 0.61M. 12 Jmm3 8 J39 OSMM J34 4.MM MX"-16M MMM MMM M 43.26s. 55.71L6 49.8i 49.81bs. 149.6 on. -7291bx 4.1 th. a6.7 J9im3 John B J54 0590P0 J51 4AM0 001W8 MMM MMM M4BM M.7M. 99.414e. 87.1n 87.1 bs. 1873lbs 434.31bs, 4.11bs. Jmh4 JdM5 8 J74 0740-00 J74 4.MM 5/0M MMM 00M00 MMM 735 185 Rs. 29.5 ba. 198.0Ibs. 228.91b. 49.91te. 426.3s. KA2 Jmnl4 JNn5 8 J94 O MM J94 4. 00010m M-00M O M00 MM00 33891N. 43.11th. 25138e. 270.4 ta. 44.6le. -1635bs. 0192 J004 Joint 23 J114 1I40M J114 4.MM 001013 MM40 MOD00 DUMB 104,11be 77.516s. 281.41S. 12.31ts. -122,46s. .192.68s. MINI Joni Johh4 3 J114N I14N60 J114N 44000 m_" M00M M0000 MMM 114 0 its. 1118.51M. 94.31bs. 7.61Ks -164.9lbs. 29.416s ahht Join J614 2 4114S 11416M 1114S 40000 MMDD M4040 MM-00 M00M .61m. 77.111 283.5In$. 91bs. -121Ains. 1.196.8no 1:412 Jmm5 4 JGR114 1545M JGR114 2.1300 014214 ON04 00M0 00" M.24n. 115891M. 731.911s. 454AILs omt Jdm3 1 W1 04-0072 V01 0.MM 000PM MMM MMM MMM 760h. 78.0I1s. 51.00s. 41.ORs. ® 1 VGD1 08Mt2 VGM 400M MM4q MP000 0P00P0 OHM nt1 .61te, J04h3 98.71M. JOM4 21891bs. .1 IN. -91.7la. -1029Its. FRAMING PLAN SC:AI P- 11A" = 1'_ 01, USP HARDWARE -160% 2019 59TH EDITION CATALOG MARK PROISUCT CODE# 1Fd NAILS - REF.# 2 TOP CHORD FASTENERS NAILS / 2 BOTTOM UPLIFTS CHORD ROOF NAILS 6"t ONG TRUSS FMFF006 FASTEN MASTER FRAMEFAST 690 SCREW SDWC 1DWC SIMPSON STRONG DRIVE 61li 1 HUS 26 HUS26 (14) led HEADER (6) Intl TRUSS 1640 2785 HUB 28 HUS28 (22) led HEADER 2410 4036 2 (8) igtl TRUSS 3 JUS 26 LUS28 (4)10d HEADER (4) Ion TRUSS gq0 880 MPSF LTP6 8tl TYPEi RIM BOARD 1 595 $96 4 PATE) MPAI A35 (6) 8tl STUD TO PLATE 625 626 5 (6) 8tl RAFTER TO PLATE 6 SKH 26 UR SURIL2n (6) Ind HEADER (B)10d X 1 1/2" JACK 1136 880 SKHH 26 UR (181 led HEADER 795 1795 7---- (12)10d X 1112" JACK SUN 26 U26 (6) led HEADER 755 1000 8 (4)1ad X 1 112' JACK SUH 28 --- (8) igtl HEADER 8]5 1335 9 (6)1Od X 1 112" JACK THD 26 HTU26 (18) Intl HEADER 2285 3000 10 (12) Ind X 1112" TRUSS THD 28 HTU28 (28)16d HEADER 2315 4200 11 (16) 10d X 1 1/2" TRUSS 12 THO 28-2 HTU28-2 (28) Intl HEADER (16)10d X 11/2'TRUSS 2595 4860 THDH 28-3 HGUSM3 (36) led HEADER g346 8175 13 112)10d X 1 1/2' TRUSS THD U HHUS48 (28) Intl HEADER 2595 4860 14 (16)10d X 1 1/2" TRUSS HJC26 THJU26 (5)10d HIP (I6) led HEADER 2345 3055 15 (7) 10tl JACK (2) MM 12 (2) MTS12 (14)10d OR Intl 1112" 2370 16 5/8"ANCHOR BOLT 12" (2) MUST 15 (2) MGT EMBEDDED 8990 17 (28)10d 1 1/2" GIRDER EACH (R) RT 16.2 (2) H1U-2 18) ad TOP PLATE 2120 18 (8) gtl 1 112" TRUSS 18 (2) META 24 MS(2) (18)10d 1(18)10d 3280 RTBA HB (6) 10d X 1 112" TRUSS ]80 20 (5) IOd X 1 112" PLATE C 64 BC4 (6) 10d POST 841 21 (8)10d X 1 112" SEAM Fp3 MAS (4)10d X 1 112" TOP 1410 22 (2)1Od 1112" SIDE H(:o;n CLIP GBC (11) 8tl PLATE 5I5 23 (6) gtl STUD HHCP2 CORNER CLIP HCP2 (10) 10d X 1 1/2" TRUSS 680 24 (10)10d X 111T' PLATE 26 HTA 20 HETA20 (9)10d X i 1/2" 1870 26 (2) HTA 20 HE(2) (18) 10d X 1 ill" 2430 HTW 24 MTS24 (20) 10d 1356 27 HJC26-SK60 LTHJA26, THJA26, (16) 16d HEADER (6) IOD HIP 2345 3055 28 THJU26 Q)10d JACK HHUS210- (38) Ind HEADER 29 THD 2104 2, (20) Ind X 1112" TRUSS 3906 6600 HT210-2 30 KST 237 MST37 (48) led 51" LPTA LTA2 (10) 10d X 1 112" 1470 31 FACE OF GABLE W/2X4 32 LSTA 36 LSTA36 (22) 1Od X 1 112" 16" LTW 12 LTS12 (121 IM 780 33 LTS208 LTT20B 314" ANCHOR WEDGE BOLT 3114" 1100 34 EMBED (10) IOd X 1 11Z' STRAP 36 LOP 12.TZ LBP112Z 11Z'J-BOLT N/A LFTA 6 H6 (8) gtl PLATE(8) 980 36 8tl STUD 37 MSTA 12 MSTA12 (10)10d 936 MSTA 18 MSTA18 (14)IN 1310 38 39 MSTA 24 MSTA24 (18)10d 1640 40 MSTA 30 MSTA30 (22)10d 2065 41 MTW12 MTS12 (14)10d 1185 42 MTW 18 MTS18 (14)10d 1185 FRAME- (2) 518" BOLTS, (8110d HUGT2 HGT-2 BLOCK- (2) 314" BOLTS, 9575 12"EMBEODMENT EXPDXY (8) 43 IN (28) 10d (1) 5/8" ANC BOLT 12" EMBEDDED `WHEN MUGT 15 MGT NEEDED ADD PH02(10) WS3 "95 SCREW$ & (1)618"THREADED ROD NP37 31/8"X7" TP37 (6) led HEADER NA 45 (6) IOd X 11/2" TOP OF SOT. SEC. 46 PA 20 PA28 (15)16d 3700 JL281F-TZ ___ (8)led HEADER 730 1215 4] (4)10d X 1112" TRUSS RT 16A H10A, (8) ad TOP PLATE 48 H14 (at Ind X 1 i/Z' TRUSS 1020 RT 16-2 1110-2 (8) ad TOP PLATE 1060 49 (8) Ind X 1112" TRUSS RT 6 CLIP UR H5 (4) gtl TOP PLATE 380 50 (4)Sd TRUSS RT 0A CLIP UR H3, (4) ad TOP 3"61 SINS (4) 8tl BOTTOM TA 12 META12 (5) Ion X 1112" no 62 53 TA 14 META12 (7) iOd X 11/2" 1205 TA 18 META78 (8)Ind X 1112" 1205 (4)10d X 1 1/2" 780 (2) TA 18 (2) (8) Intl X 1 i/Z' 1-PLY 2410 55 META18 (8)Ind X 11/2"2-PLY TA 24 META24 (8)10d X i 1/Z' 1205 56 (2) TA 24 (2) (8)10d X 11/2" 1-PLY TA10 57 META24 (8)10d X 1112" 2-PLY PHD2A HDU2-SDS 618"X8"BOLT 55/8"EMBEDDED 58 2.5 EPDXY (6)WS3W000SCREWS 3215 THOH614 HGU 45.Sol (66) Ind HEADER, (22) Ind TRUSS 5306 11325 58 HUS1.8111 (30) led HEADER (10) led TRUSS 4110 6060 6O HUSIT9 0 122)1W X 1112" HEADER 61 THP17167 IUS1.81/in (6) 10dX I1/2'JOIST 12T5 3365 (2) HTW 24 (2)HTS24 (24) 10d X 1112" OR 2]30 82 THOH 414 HGUS414 (16) led POST 9306 11325 g3 (66) Intl TRUSS HGA 10KT HGA10KT (4) WS15 RAFTERITRUSS 790 64 (4) WS3 PLATE LUGT 2 LGT2 (14) 10d STUDS (2) Ind PLATE 2260 66 (16)10d TRUSS (2) LUGT 2 (2) LGT2 (14) 10d STUDS (2)10d PLATE 4620 66 ) 10d TRUSS (2) MTW 24C (14) 10d OR (14)10d X 1 1/2" 2370 67 MT(224C THb 26-2 HHT R 68 26-2 (12)10d TRUSS 2340 3125 HTT45 (26) 10d or (26) led STRAP 69 HITS S/8"X8"THREADED ROD EPDXYED 12" EMBEDMENT 5005 (2) RT S CLIP UR (2) HS 4) ad TOP ATE 70 (4) 8tl TRUSS 760 BLOCK - (2) 3W, THREADED ROD H'1GT3 HGTJ EPDXIED WITH 12" EMBEDMENT 9860 71 GIRDER- (IT 10d S'T24 SP2 (6) Ion STUD 1090 72 (6)10d PLATE Imply with the 202D Flodidla Bullding Cods - 7th Edition. Engineers s1¢nature and seal Is only for at engineering portions afthe drawing pages beading s tt - 1 � J �j- pq 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 (U J Q _N LU V r co C J LL O 6L- C U LO o U) • a r LL E � CD a Z l9 LL 6LL <¢ CL FRAMING PLAN IYw uj W � •�ti 4 KITCHEN Y Y V 6 JIJ IT STND KITCHEN 36fl UPPERS N LLI rr W_ F- 5 BATH 2 A. (O A 164 � r ' 4 KITCHEN ISLAND AO� LAUNDRY RM. 148 W3636 BUTT B36 ITD BLOT ` ► ,/'41--------------- ------ ------ �- I mb 2" 2" 0000 MIRROR O N C = pp J U U 4 MASTER BATH .. _ ___ - - -_ - B1 R: DW 24 1 /4 ,J SB36 BUTT TU ' B24L 4 1 R th': i - �'y1 -- _-- ---- 4 1/21 KNEEWALL ., _ ... - FLUSH BAR TOP D 4 MASTER BATH BATH 2 TND I OI,B SINK 1 O6ff jE� L+I y •� 1 1 I OPT. DOUBLE SINKS('a',l BATH 2 � n ING ®i III .. -�.�pul Im M p3� � '1J1:>fl J X STANDARD KITCHEN SCALE: 1U4" = l'- 0" oTOFj i. �� Qr.GENSF. vNo 10 the aWQurel plan and apecificadana ntalnad aathin alese drawingsa oyw he 2020 Flodde ulldingCode- Residendal 7th Edifion. Engineer'e sign reend seal is Imly for the structural engineedng plxtlans Ntha ng pages beadng a o p�p 8�ttOO ^. .� J LL N C x yrr� LL y 6 s 4 Wf0Q LL LL 5 V S 3 9910 7 IffiI In rn J a G QU `Uta^1 N m Z J 0111, HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 W In > rn U T co Tcil LL C C N LO aJ L co a) T 0 O 4jCO NN CD CL m r N (IL CLL a 4 a n 7.0 INTERIOR ELEV COND. A/C Wp STD. C.L. DISCONN. GFI„ /: r- e PROVIDE / BRACING FOR FAN MASTER BEDROOM GFI @ 42" GFI @ 42" - - ATTIC L----- -- CM7SD I GREAROOM TF ROVIDE RACING OR FAN 8'-71 1 I I 42" M('7 60 l PROVIDE BRACING OR FAN DINING I - i9�•^I / — — — — — — I I I I I I r I I GF I I I io � LLo BEDROOM 2 /DROVIDE BRACING FOR FAN r9\ \ ki M • SD / ------------ C --------- 2-CAR GARAGE DR. / GAR. DR P.W. FOYER GFCI / ' \ r------------------------------- METER � I PROVIDE BRACING PROVIDE BRACING BASE �M 1 FOR FAN vim/ bd \r5rOR FAN P%LEC. EL :- I 3 BEDROOM 4 BEDROOM 3 1 I D o W P/ / I I 1 ' GFI NTRY -------- ------------------ f--------- STD. C.L. _ -- ' TD. C.L. _ _ _ PREWIRE — — — — — PREWIRE N W _W H 0 T-0" 4 co O V FIN. FLR. 1� ' A �� 1 ELECTRICAL PLAN SCALE: 1 /4" = 1'- 0" ELECTRICAL LEGEND POWER SYMBOLS 110-115 RECEPTACLE WP WEATHER PROOF e" SINGLE POLE RECEPTACLE VP VAPOR PROOF SWITCHED RECEPTACLE GFI GROUND FAULT INTERRUPT QUAD RECEPTACLE A ARC FAULT INTERRUPT CEILING / SOFFIT RECEPTACLE 48 MOUNTING HEIGHT ® FLOOR RECEPTACLE Goo GARAGE DOOR OPENER 220 RECEPTACLE PS PULL STRING 0 SMOKE DETECTOR 4 MOTOR 0 CARBON MONOXIDE DETECTOR O BATH FAN COMBINATION SMOKE AND C® BATH FAN AND LIGHT COMBINATION OD CARBON MONOXIDE DETECTOR ISO ISOLATED CIRCUIT SINGLE POLE SWITCH # 1413 WIRE SWITCH $3 THREE WAY SWITCH OPTIONAL CEILING FAN PREWIRE ® SPECIAL PURPOSE G J OPTIONAL LIGHT PRE -WIRE E:3J DISCONNECT STANDARD CEILING FAN PREWIRE 7 ,� ELECTRIC PANEL STANDARD LIGHT PRE -WIRE METER BASE LIGHTING SYMBOLS CEILING MNT LIGHT FIXTURE 2' FLOUR. SINGLE BULB WALL MNT LIGHT FIXTURE 4' FLOUR. SINGLE BULB Q WALL WASH FIXTURE 4' FLOUR. DOUBLE BULB 7 LED LIGHT W FLOUR. WRAP ® BATH FAN AND LIGHT COMBINATION---0----- ROPE LIGHTING DOUBLE FLOOD LIGHT SCONCE LIGHT EMERGENCY LIGHT EXIT LIGHT SIGN LOW VOLTAGE SYMBOLS SPEAKER PUSH BUTTON / DOOR BELL ® TV OUTLET a DATA OUTLET TELEPHONE THERMOSTAT CH DOOR CHIME OPTIONAL OVERHEAD SERVICE 150 = #1 Copper or 210 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. OR 200 AMP SERVICE r— A/C DISCONNECT M ETER COPPER TO APPLIANCES AND GFI P COPPER TO LIGHTS AND OUTLETS ERV. COPPER TO WATER HEATER CO.COPPER TO RANGE COPPER TO HVAC TYPICAL ELECTRICAL PANEL q GROUNDING WIRE WITH CODE APPROVED CLAMP PER NFPA 70 (CURRENT EDITION) NOTE: INTERS) STEM BONDING TERMINATION PER NFPA 70 (CURRENT EDITION) ELECTRICAL MATERIAL AND INSTALLATIONS. SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 (CURRENT EDITION),. LOCAL CODES AND LOCAL POWER/UTILITY COMPANY Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16 AFF (general) Kitchen 44" AFF GFI'S At Front Entry 24" AFF Laundry Room 36" AFF Door Bell Push Button 44" AFF Exterior Waterproof 12" AFF Thermostat 60" AFF To Chandelier Bottom 66" AFF Garage General Purpose 42" AFF Micorwave Outlet 80" AFF Range 2" AFF Vented Hood 80" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordancE with the national electric code, latest edition, by a licensed electrical contractor who shall bt responsible for the Installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314 and listed in accordance with UL 217. 6. Provide AFCI's (AmFautt Circuit Interrupters) combination type installed to provide protectiol of the branch circuits in all dwelling units per NFPA 70 (CURRENT EDITION). 7. Provide Tamper Resistant Receptacles as required by the NFPA 70 (CURRENT EDITION) 8. R315.1 Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed it all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075 gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be permitter if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" tram bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power sourer and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space an soffits is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barde complying with R4501.17.1.1 through R4501.17.1.14 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings wher installed within 6' of the outside edge of a sink. This would include the receptacle installed for washing machine. Receptacles outlets shall not be required on a wall directly behinda rang or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not t be included in the acing of the outlets unless the distance from the sink or range is greah than 12" for straigfa counter tops and 18" for sinks and ranges installed in comer counters. stmcturel plans and specifications contained within these Mngs comply with the 2020 Florida Building Code- �iderdlal 7th Edition. Enginsefs signature and seal is on" structural engineering poisons of the dreMng pages bearing iIneers signature and seal. F E m aN 5 N N 9 LL i a 3 00 J J toop .) '. J MZ9j F N U J °01 _ W H ES 3999 West First Street Sanford, FL 32771 (407)302-9871 N J Q W O L tYi � J 2 0 U- ^� LL � U ro i n M Z T r P to LL m a o J a a ELECTRICAL co to O O a LL N 0 N v N n N W W F_ U) TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DLSIGN CRITERIA TCAST f,. SECTION R318 PROTECTION AGAINST TERMITES IN PLACE REINFORCED CONCRETE CODE CRITERIA GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE GYPSUM BOARD • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 SHOULD BE TYPE"W" 1 1/4" DRYWALL SCREWS @ 12" O.C. FOR CEILING AND 1 1/8" DRYWALL 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% 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 e FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) k CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE 2, HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING FOR WALLS SHALL BE 16" O.C. ALONG SUPPORTS. MAXIMUM SCREW SPACING FOR CEILINGS SHALL BE 12" O.C. ALONG • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL 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 . 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 I e NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) , THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE 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 OPENINGS CUT FOR OUTLETS, SWITCHES, ETC. SHALL BE OF A TOLERANCE • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) M I 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. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." PLATES AND COVERS WITHOUT SWITCH LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS THAT CAN BE COVERED ADEQUATELY WITH NH • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) � 4 FOR SLABS ON GRADE TO BE MIN 1.5 LEIS OF FIBER PER CUBIC YARD. ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. . BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - (ACI 530-13) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615, ASTM A706, OR ASTM A996 GRADE 40 a NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS PRE ENGINEERED WOOD TRUSSES • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN 0 APA PLYWOOD DESIGN SPECIFICATION E30-16 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED 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 • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 PORTIONS IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05/ 2.0. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 Code references are summaries of code sections. See FBCR (Current Version) for , 6'°'��' 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. complete information. OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM `s�a�tIt, c F303 4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P S 1 ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE v+` S� .'�R/ THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY 4. LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS ANUFACTURER UNLESSTHE PLANS. TRUSS AND SEOCTIONSNARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. 5. ELEVATIONS WECCORDANCEWITB MEMBERS ARE NOT NOTICE TO BUILDER AND ALL SUBCONTRACTORS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, EFRASHOWM,BUTSHALLBEDESIGNEDBYTHETRUSSMANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. CONFORMING TO ASTM C90-14, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( 6. 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, 2. fm = 2000 PSI) MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14a. 7. PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN 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 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, 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". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the foundin these regarding the information found in these plans should be documents. Any regarding 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 information found in these questions directed to our Quality Assurance Manager at questions r 321 immediately. Non will be considered for immtion THE CELLS FILLED WITH COARSE GROUT. SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. reimbursement by the the Engineer without advanced -049notific and approval by the Engineer. Payments will 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT WHICH EVER IS LESS. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING made in accordance to the terms of the agreement. 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. a RFtNPnRCINr: CTFFI RHAI I RF I APPFD PPP nr-TAl1 MRncv9 n I INI FRS nTHFRWISF NOTFD ON THE 7. GROUT STO SINGS. SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH FIELD REPAIR NOTES 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" SO 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. UTAI I nDG1\1Ih1f_C 9 FnR MIRRFD VFRT_ DOWELS. DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 16 20 20 20 TOP CHORD DL 7 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 33 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 10. DO NOT APPLY UNIFORM LOADS I U MASUNHY WALLS t-UK (J) UAYS ANU NU GUNI-tIN I hFi I tU UMI I I tU NLOAK AINU INJ I ALL A 3Z LUINU ffU Drvc HIV I U I n1Z Crum n�U , 1U - vow. n I v 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 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL HTWM16 TWIST STRAP W/ (4)'/<'x 1 % "WEDGE -BOLTS OR TAPCONS TO MASONRY AND (8)-10d x 1 1/2' NAILS TO TRUSS FOR UPLIFTS LESS THAN 1225 LBS (USE (2) HTWM16 FOR UPLIFTS WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE HGAM10KT W/ (4)%" x 1 '/2 " WS15 WOOD SCREWS AND (4)%" x 1 '/<" WEDGE -BOLTS ONE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL STRUCTURAL FRAMING MEMBERS EACH SIDE OF TRUSS. SHALL BE S P F #2 SPECIAL FLOOR LOADING nAME 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 125 PSF ANY POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200�LBS;(d) f. BALUSTERS AND PANELS FILLERS GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO STAIRS / NON SLEEPING ROOMS 40 (PSF) WITHSTAND A HORIZONTALLY SLEEPING ROOMS 30 (PSF) APPLIED NORMAL LOAD OF 50 LIBRARIES - STACK ROOMS 150(PSF) POUNDS ON AN AREA EQUAL TO 1 HABITABLE ATTICS SERVED SQ. FT. w/ FIXED STAIRS 30(PSF) PASSENGER VEHICLE GARAGES I 50(PSF) CO tLL * OF . Z O,� . fi L ��.. •fit>�+ it To the beat athe Engineers knaNedge, Information and belief, the structural plans and specifications contained withinew th drawings comply whh the 2020 Florida Building Code - ResldeMlal 7th Edition. Engineer's signature and seal Is only for 4 ' Ys N C LL IJY z*mu+;��'�nrn,�NOLLaa c M v - v )ytiti m c v p F� 6 j N N p ul e3 El � � o NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT THE FOR CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE AND DETAILED BY OTHERS. FOR SUBSTITUTION. DEFLECTION CRITERIA to 12 cz RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED 5. IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD Q 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. CONNECTION, CONTRACTOR MAY INSTALL USP HTT5 W/ (28) 16d x 2'/z " NAILS AND 5/8" ROOF TRUSSES* ROOF RAFTERS LU240 LL/180 TL/180 TU120 COMMENTS: LL y ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL/360 TU240 TU240 U re U.N.O. 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/ NAILS AND (4) 3/16" DIA. X 1 %" TAPCONS FOR UPLIFTS LESS THAN 1380#. FLOOR I -JOIST*** LL/480 TU240 g m =6 TL MAX 1 1/4" UP TO 40FT SPAN STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD **TL TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR MAX 3/2" *** TL MAX 1/2" EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS _ E m� I STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL)BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E Fb = 2400 PSI) MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: 7116" STRUCTURAL I OSB (EXPOSURE 1)-OR-15/32" OSB PLYWOOD (C-C/C-D) (EXPOSUREI) MINIMUM OF 1/8" SPACE IS RECOMMENDED BETWEEN PANELS, AT EDGES, AND END JOINTS TO ALLOW FOR EXPANSION PER R604.3. SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 10. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1-3/4" LONG, 11 GAUGE NAILS HAVING A 7116" HEAD, OR 1 1/2" LONG, 16 GAUGE STAPLES SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED STRUCTURAL STEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE ASTM A325N U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE 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. LLB+ r? p O d 8' O HOIVIES 3999 West First Street Sanford, FL 32771 (407)302-9871 m J m a r W O fn •> M L N x m O U- cv co L0 FABRICATION FOR REVIEW AND APPROVAL c O E N I O UPLIFT CONNECTORS E c Z'- T ° _� a m a U a Q o 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS Reference No., 21-10710 ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL Sheet: FORCES, INTERIOR LOAD BEARING WALLS li1RE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S n f THE MEMBERS OF THESE WALLS WOULD NbT NEED TO HAVE CONNECTORS APPLIED. ' Y PLEASE COORDINATE WITH THE TRUSS ENUNEER FOR THE LOCATION OF THESE WALLS. SEE STRUCTURAL PLANS FOR MORE INFO. STRUCT NOTES N W x Ir LI H WALL SECTION KEY NOTES 8" CONC. LINTEL BLOCK CONTRACTOR NOTE: FOR INSTALLATION SIZES OF (1) #5 REBAR, CONT. B 1. MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN. 2. 8" CONCRETE BLOCK WALL. •' SLIDING DOOR UP TO 8'-0" X 8" CONC. LINTEL BLOCK w/ HIGH STRENGTH 6-8" TO 8'4' X 8'-0" MAX. (1) #5 REBAR, CONT. PRECAST RECESSED D8" CONC. LINTEL 3. (1) 05 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, (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 j REBAR, CONT. -+ 4. CONCRETE SLAB. ` LINTEL, SEE FLOOR PLAN OF FILLED LINTELS. FOR LOCATION OF FILLEDHIGH STRENGTH 5. WOOD BASE. 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. '=-I FOR LOCATION OF -" -' FILLED LINTELS. 8 7. SILL SEAL OR SELF -NAILING PLATES. y =_ - P.T. DOOR B CK ,' 7 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION PER 11 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION w/ o I I I I OPEN BAFFLE @ A/C SPACE LOCATIONS. N 2x8 P.T. DOOR BUCK O a 1x4 P.T. 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA wl I O � LL I I BUICKOW 17 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWING w � g C0 w I Iui 10 LOCATIONS, THE MALE &FEMALE LAP AND CENTER FLUTE. SUBSTRATE _ H E CO m I I p t3 7 ATTACHMENT: J-CHANNEL: WOOD - ATTACH w/ 1/4" X 3/4" LEG STAPLE IN 4¢ N w z D I O O D1 I I w = I 9a PRECAST LINTEL, ----' J DIAMOND PATTERN @ 12" O.C. f ' OU � VERT. SEE PLAN 40 9a. VENTED SOFFIT AND F-CHANNEL, STAPLE SOFFIT TO SUB-FASCIAw/ w j MULLION 16 1/4" CROWN X 3/4" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; SEE STRUCTURAL NOTES AND (4)12d NAILS ¢ ¢ ~ n I I AS REQ'D. 0 F-CHANNEL; WOOD - ATTACH w/ 1/4" CROWN X 3/4" LEG STAPLE IN NAILING SCHEDULE FOR EA. END I I z O DIAMOND PATTERN @ 24" O.C. MASONRY - ATTACH w/ 14ga. 5/8" T-NAIL SHEATHING DETAILS Hc N RECESS IN SLAB @ DOORE _-___- SEEWINDOW SCHEDULE w ¢ w B. ROOF W/ 3/8" DIAMETER HEAD @ 8" O.C.''• 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU / : / I I I I w FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. / / II I D1 w rn 11. METAL DRIP EDGE. N SEE SCHEDDUOLE I I 12.1/2" CEILING PER FBC AND FORM T•ORA�� SUBMITTED WITH PEERMIT APPLICON ATION AS REQUIRED. m'��M1%n�?0 d e�' N E •' / / 2X4 5PF BLOCKING / / SEE DOOR SCHEDULE _ � PRECAST SILL 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. @ 48" O.C. MAX.w/Z2X44'-10" j 14, 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. i J : Sao g // EACHdENDD NAILS ON CENTER-��/ // SLIDING GLASS DOOR ELEVATION STANDARD DOOR ELEVATION A WINDOW - STANDARD-BLK 40 2 15.ROOFASSEMBLY: • UNDERLAYMENT SHALL CONFORM WITH R905.1.1 AND PER TABLE r i �' � � F • W G D _ 16 _T/ 1ST FLOOR SLAB R905.1.1.1. FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 Q.•• OjpSB �.:• + ^ >� Y . F \•,•' ` SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. / - --- q , ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8"HEAD ROOFING THROUGH NAIL PER '��� X'�•: • • � .. � `� '+glSS; Oi I%% I I STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES OR 1 SLOPE 1/8:12 I 1 FOLLOW MANUFACTURER INSTRUCTIONS FOR PRODUCT. j 1X P.T. FURRING --A a- a METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30' TRUSSES • ALLOWABLE CONTINUOUS FILLER, UP TO 8" CONC. BLOCK 1 a \ a F/GRADE_ \ 160/B ZONE 1,2e=+16.8/-39.3, ZONE 2n, 2r, 3e=+16.8/-62.8, ZONE 3e = / / 1X NAILED TO 2x8 @ 6" O.C. STAGGERED VERT. REINFORCEMENT, SEE 8" CONC. LINTEL BLOCK W/ I �- I +16.8/-73.2 / FOUNDATION PLAN FOR LOCATION ] (1) #5 REBAR, CONT. i , � _ 1� 160/C ZONE 1, 2e = +23.5/-55.2, ZONE 2n, 2r, 3e = +23.5/-88.0, ZONE 3e = 8" CONIC. BLOCK 1/2" DRYWALL DOTTED -I ( ) 1/2"DRYWALL(DOTTED) +23.5/-102.7 ofhebeslofftEnpineeesW wledge,Inf allm and belief, the sfructurel plane and specificafions mMaI ed within tlwee ,X P.T. FURRING HIGH STRENGTH PRECAST LINTEL, b- I 2f>GA.GALV.STEEL 4x4LFLASHING drawings comf,lywnhme2azoFloddaaa�ml Code. Residential 711t Edltlon. Ergur sets signature bid seal Is only for USP HGAM10 @ 4'-0° VERT. REINFORCEMENT, SEE I I SEE FLOOR PLAN FOR LOCATION I I UNDERLAYMENT SHALL BE PER FBC R905.1.1 OVER SHEATHING. SEE Iryes4ucturelengineerinBf✓o eofdretlrewingpeges6eering Engmeerssignature wdseal. " 112 GAP MAX. OR USP TA78 @ FOUNDATION PLAN FOR LOCATION a . DOOR FRAME AND TRIM (DOTTED) OF FILLED LINTELS. I MANUFACTURER INSTALLATION INSTRUCTIONS. 4'-0" O.C. 1/2" DRYWALL (DOTTED) I ° -1 1X P.T. FURRING I I ROOF SHEATHING AND NAILING PER SPECIFICATION IN ENGINEERED y� 2x4 P.T.#2DOOR BUCK, ALIGN WITH- WINDOW BUCK, ALIGN WITH INSIDE FACE OF -- - - - - - - - - - - - - -- - - -� ROOF SHEATHING & NAILING DETAIL(RSH) ON FRAMING PLAN FOR tug I- E EXTERIOR INTERIOR 1X P.T. FURRING INSIDE FACE OF BLOCK, ATTACH w/ 1x4 P.T. EACH ROOFING MATERIAL AND ZONE ", o 2x8 P.T. #2 SYP DOOR BUCK, ALIGN 3/16" X 3" TAPCONS @. 16" O.C. AND 6" FROM EA. END BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH 3/16" X2114" TAPCON THRU WINDOW FRAME A. FOUNDATION N DATI ON 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. LTA "' .`fi U S RIB u LL 3 �; , 8" C.M.U. SEE WITH INSIDE FACE OF BLOCK, ATTACH INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW 17. 7/16" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO PLAN FOR REINF- w/ (4) 3/16" X 3" TAPCONS, TOP AND SEE DOOR MAUFACT. DETAILS FOR SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. TRUSSES w/8d NAILS OR 7d SCREW SHANK 4" O.C. EDGES & FIELD. r := 9)a6M M w vi se SIDES, SEE ELEVATION FOR LOCATION. INSTALLATION w/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE ; ° U LL " z �a o SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF ` "t 6 v p EXT. CMU WALL SLIDING GLASS BUCK DETAIL 2X DOOR BUCK DETAIL B WINDOW HEAD - STANDARD-BLK ONE STORY WALL PANEL @ 16" O.C.; ATTACH J-CHANNEL w/ 3/8" x 5/8" STAPLE @ 24" O.C. NTOOSBSUBSTRATE. -' N m y N�mmaak M NON-BRG. H E SCALE: N.T.S. SECTION - PORCH 18. ALL ROOF TRUSSES SHALL BE FASTENED TO WALL TOP PLATE W/ (1) ```"( ,., N M z N SCALE: N.T.S SCALE: N.T.S. SCALE: N.T.S. 2 FASTEN MASTER FRAMEFAST FMFF006 TRUSS SCREW INSTALLED PER "^`"A"" o ��Q SCALE: N.T.S MANUFACTURER RECOMMENDATIONSw/(2) 10d TOENAILS U.N.O. ON pj PLANS. UPLIFT CAPACITY = 690#. WHEN UPLIFT EXCEEDS THIS UP TO 8 7/8" 7 5/8" BLOCK WALL 1000#, SEE PLAN FOR CONNECTORS REQUIRED ABOVE 1000# UPLIFT. 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS A" O.C. MAX. "' A ' WALL THICKNESS °� - . 8" CONIC. BLOCK ASSEMBLY THRESHOLD 8" CONIC. BLOCK ---- -►- 21. PRE-ENGINEERED WOOD WOIST OR FLOOR TRUSS @ 24" O.C., MAX. SEE SECOND FLOOR FRAMING PLAN. VERT. REINFORCEMENT, 5 1/2" METAL VERT. REINFORCEMENT, SEE SEE FOUNDATION PLAN FOR LOCATION: PAN FLASHING SILICONE CAULK FOUNDATION PLAN FOR LOCATION i 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER w/(3) ROWS 8d NAILS @ 12" O.C.; SINGLE PLY FASTEN RIM BOARD TO 1 /8" GAP @ RECESS BACK OF _ 112" DRYWALL (DOTTED) iZ_ 3000 PSI CONC. @ 28 DAYS TOP & BOTTOM RIBBONS w/8d NAILS @ 6" O.C. & FASTEN RIM BOARD TO �• 4 114" X 3/4" RECESS PANESHOLDTO 1X P.T. FURRING EA, FLOOR TRUSS w/(2).8dNAILS. � G (2) 2x4 LAMINATIONS wl (1) ROW FULL WIDTH OF CONC. SLAB 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACEX 23. 3/4" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 2 1/4" SCREW ° iv OF STAGGERED 10d COMMON WIRE NAILS. a � 2x6 P.T. #2 SYP ATTACHED DOOR ASSEMBLY a - OF BLOCK, TEMPORARILY FASTEN. WITH NAIL, FASTEN WINDOW WITH 3/16" X 2 1/4" TAPCON "' SHANK NAIL 4" O.C. EDGES AND 8" O.C. FIELD OR 16GA. X 1 3/4" @ STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND FLOOR a-' w/ (4) 1/2" X 8" ASTM A307 ° a ° a °Q WITH 1 ,. "' FRAMING SHEET, GLUE BETWEEN SHT'G AND TRUSSES. C U 1 " io 1 ( D=0.148", L= 3" OR EQUAL J-BOLTS w/ 2" SO WASHER, SEE ELEVATION FOR LOCATION. ° PROTECTED WRAP - ° SILL SEALER TAPE THRU WINDOW FRAME INTO BLOCK MIN. 1/4" EMBEDMENT, SEE WINDOW SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. 15 8 24. LPTA, ATTACH wl (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE m ® 2 N 1„ UNDER PAN 5 1/2" WIDE. 7 OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2 V) (13 GARAGE DOOR BUCK DETAIL DOOR PAN FLASHING WINDOW JAMB - STANDARD-BLK ' 11 LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK; y ° F _ 23/4"@„/8"X,6"RIM BOARD w/ 2x6 LET -IN $ SCALE: N.T.S. SCALEN.T.S. SCALE: N.T.S. 12 13 , - -- 10 2 1/4" @ (2) 1 1/8" X 16" RIM BOARD 25. NOT USED 26,NOT USED w 14 9a 27.7/16" STRUCTURAL I OSB EXPOSURE 1-OR-15/32" OSB SHEATHING ON ..�, CONTRACTOR NOTE: 8" CONIC, LINTEL BLOCK w( TOP PLATE MUST BE NAILED @ 6" O.C. TO HEADER a I 40 6 EXT. WALLS w/ ALL EDGES BLOCKED ATTACH w/ 8d NAILS @ 3" O.C. ° (3) 2x4 LAMINATIONS w/ (2) ROW INSTALLATION FOR GARAGE DOOR (1) #5 REBAR, CONT. EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES 1 OF STAGGERED 16d COMMON WIRE NAILS. TYPES (AS PER TEST'960507-A) HIGH STRENGTH PRECAST FMFF006 SCREW AND 4" O.C. FIELD. 28. 2x4 SYP BOTTOM PLATE. .' HOMES3999 ° 2x4 P.T. SYP ATTACHED w/ POWER LINTEL, SEE FLOOR PLAN @ 16" OAST PROVIDE RT8AT0 A � @ 16" O.C. HEADER TO TOP A 29. 1/2" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND INSULATION (ONE INTO EACH OUTSIDE FACE) ACTUATED 0.14" X 3" LG. SHOTS @ 12" FOR LOCATION OF FILLED PLATES OUTER STUD, TYP. B ROOF O B. ROOF O.C. OR (10) 3/16" X 3" TAPCONS. LINTELS. • PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. West First Street w 1} (D = 0.162", L = 3 1/2") OR EQUAL w 30. 2X WOOD HEADER @ OPENING, SEE SECOND FLOOR PLAN FOR SIZE. Sanford, FL 32771 ° T1 BRG. HGT. MSTA24 (2) w 31. (2) 2x4 #2 SYP TOP PLATES. (407)302-9871 °I° NAILS @ TOP w 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) 10d X 1 1/2" NAILS. o o A PLATE (TYP) SECTION A -A N 33. MSTA12 @ END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD AND 6" ON UNDERSIDE OF TRUSS. �� ° 10° ° ° - MSTA18 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 18ga. 1/4" x 3/4" LEG y N I (2) NAILS @ 2 STAPLE IN DIAMOND PATTERN @ 12" O.C. INTO 2x4 SYP NAILERS. o, tli J 0 72" 2x6 P.T. SPRING BOARD, o TOP PLATE HEADER, SEE PLAN. NAIL STUDS g INSTALL INTERMED. 2X NAILERS AS SHOWN. ATTACH SOFFIT w/ E `6 - ` (3) 2x6 LAMINATIONS wl (2) ROW ATTACH w/ (1) 1/2" X 8" I TOGETHER w/ 10d (NIP') CORROSION RESISTANCE NAIL. 1 OF STAGGERED 16d COMMON o ASTM A307 J-BOLT AND D1 iv NAILS STAGG. @ 12" 5 35. FLASHING, AS REQUIRED. Q a0 WIRE NAILS. iv (4) 1/4" X 3 1/4' TAPCONS - O.C., MAX. SPACING 3 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. CD ° (ONE INTO EACH OUTSIDE FACE) o IN CORNERS 1 1/2" IN FROM 48" ALL CORNERS. o 4 T/ 1ST FLOOR SLAB 38,7. ASSEMBLY, SEE FIRST FLOOR PLAN. CD LL1 o ° ° - qp 1Z„ (D = 0.162", L = 3 1/2") OR EQUAL o GARAGE OPENING PROVIDE RT3 TO 38. NOT USED NOT 39. 2x #2 SYP P.T. BOTTOM PLATE w/ RTSA EVERY STUD ATTACH w/ (1) O > 0) OUTER STUD, TYP. m - °... FA3 @ EACH END OF THE WALL, (1) @ EACH SIDE OF OPENING AND @ L r co 2x6 P.T. #2 SYP @ EACH SIDE . 4° ° , F/GRADE 48" O.C. p 24" FOR ATTACHING BRACKETS FOR VERT. TRACKS w/ (5) 1/2" X 8" ASTM A307 J-BOLTS. o T/ 1ST FLOOR SLAB - - ° co °? e a° 1 40. 1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER BLOCK / MASONRY. (STONE VENEER DOTTED, SEE MANUFACTURER (D a 2 O ILL O N U m to CO NOTES: 1 - ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLUMN. TO BE INSTALLED 2-3/4" FROM T/ 1ST FLOOR SLAB ° INSTALL] + U O T/GARAGE SLAB 2 - ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST o 6" OUTSIDE CMU FACE. o SEE DOOR a _ 41. LAP SIDING (STONE VENEER DASHED) -SEE ARCH. DWG'S. FOR O (� N d O SCHEDULE SCHEDULE a - - ° • ° - REQUIREMENTS AND INSTALL ALL COVERINGS PER MANUFACTURER "c L E z O �' CD L 0- LL 3 - FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL. . RECOMMENDATIONS E T m L °c (SPACE AS SHOWN FOR 3-PLY) 4 - REFER TO NOS SECTION 15.3 FOR ADDITIONAL INFORMATION. I OPENING, MAX. GARAGE DOOR OPENING, SEE PLAN FOR IDTH 1�_q�� - 42 H EJRIZ. MID -WALL STARTER STRIP, ANGLE SET 1"BELOW TOP OF �j m a 9 �. Q 9 �. �-'( MASONRY: ATTACH w/ t iga 1 3/4" ROOFING NAIL @ 16" O.C. Reference No. 21-10710 STD. NAILING FOR NOTES: A. FOUNDATION 43.2z(4#2SYPHORIZ.FLATBRACE@48"O.C.(EXTENDEDMIN.(4)TRUSS Sheet: SIDE JAMB ATTACHMENT IS PER ACI 530.1 CHAPTER 2 ASD SECTION 2.1.4 WALL SECTION- BPfYS) -FASTEN TO EA. TRUSS BOTTOM CHORD w/(4) 10d NAILS. 44.RI13BON D 1 L BUILT-UP COLUMNS GARAGE DOOR ELEVATIONISUPERCEDESWAYNEDALTONJAMBATTACHMENTSUPPLEMEN-q SCALE: N.T.S. K FRM'G SHE/�I WALL: UPLIFT SCALE: N.T.S. 1 STANDARD 1 STORY AND RIM BOARD BEYOND. SCALE: N,T.S. SCALE: N.T.S DETAILS FLASHING REQUIREMENTS FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER � DOOR ROUGH OPENING WEATHER EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING 3l4"A" BEAD OF CONSTR. r INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK STRIP OF SAF DRAINAGE PLANE WR13 BOND BREAK WEB SF LATH '- WRAP DP WEB ONTO THE VERTICAL I ISURFACE TO TOP OF FLANGE AS AN AIR II BARRIER 3-1/2" INCH FLANGE t I� I ' I .I PLASTER STOP - _ - _ _ - _ - _ - _ CONTINUOUS BACKER ROD & SEALANT N W rr W_ H 0 tP IS A RESULT OF RAL SHRINKAGE. NOT SEAL. \ `DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 82 Scale: NTS E LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - BOND BREAK WEATHER RESISTANT BARRIER - --- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS - i_� ACKER ROD FINISH RUCTURAL FRAMING RUCTURAL SHEATHING RIP OF SAF AINAGE PLANE WEB ND BREAK WRB LATH WOOD FRAME CONSTR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. ., ., - UP JAMB 6". USE LIQUID NAIL BRAND a OR EQUAL WEATHER PROOF CAULKING z.. -SELF-ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING - w ` t t SUBFLOOR (SEE DETAIL WP07) w SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� RIM JOIST RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING r SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -, DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING _F-ADHERED FLASHING rCH FLASHING A !� 1 4 5 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. AS PER FBC-R (CURRENT EDITION) Detail Instructions Refer to the number marked as Q# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4, 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 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 penetrates the exterior cladding. 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 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 over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall 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 described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall 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 water -resistive barrier is directed between the layers. 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 paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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 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 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 appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations: 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 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 instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at 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 to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 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. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 6. At wall and roof intersections. 7. At built-in gutters. MI r . r 46 W."Ri Y ' 01TIT1.0 N" f 111016121 ,Let 1111DIM 116JM-WIR"i r. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DtTAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Mrel plans and specifications contained within these a comply with the 2020 Florida Building Code - dial 7th Edition. Engineers signature and seal is only far chant engineering portions at the crewing pages bearing rrs signature and am]. F ERr- +' cNi 3aW a., =Ash J LL LL 3 I '..:.. (� O a 00 + rAo m J J ,g.�1 W N T on 11` W N 0 (4J� (n Up N N Z J V N z °o❑❑❑ W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 J Q r N W O U T oM L N 0 C J oLL a Co _� LO tJ L co L U) a)Q T O a CD CNI o LL E OO o D- ZT r a�'i LOLL cLL a a a mm EMOINALL SHEATHING OEM WALL SSEM LY APISY3iI�JWSHEA n., WOOD RR7 GA-IAE��,Sit3Ca5 - yass - r 9i' l OVEMW TAPE A MffI OF 140M'A"k AJ t, T-..tf]NTS. ,every situation. AMrrtrfacturer accepts rip Fm FNIGONEEPt-r, 1. ZIP:SWTEW IGH EA TH IN G.. a )BIN C H GAP PEB0MMEN2E D AT ALL FM EL EDDeS UNLE45 OTH FEW ISE PROADED BY TONGUE ANP MNGUE (T&T) A RSONGUE AND GROOVE CT&G) PROFILE. 3 TAPE ALL PANEL GERMS WITH ZIPSYSTEM- FLASHING TAPE 9EF ORE IN STpLLINd DP IP EDGE, 9 ZIP SYSTEM POLLEN, POI-44 ALL TAPE. E. fN AMI N. O'OPIT -A S) 6 OR IV EDGE INSTALLED PERLODEOR OY DESIGNER OF RECORD INSTNLLED OVER ROOF COVERINGPe REQUIRED PYTHE FINISHED ROOF ING'MANUFM TURER. 7. THL A THE TOP EDGE OF OPIP EOOE fUBXINO WIT19P SYSTEM- TPE OR ADHESIVE BACKED. FLLSPINGMEETINO AAMA11t OR ACING, B ZIP SYSTEM POLLER. PbLLALL iME. leki ',71C corn DRAIAM NOTTU SCALE zP SYST CORNER THIN"ALL AT TYMAL 'Ws"ASSEMBLY ZIGISYSTLTWSISEATMG �.. 'WOOD ORLT-ll WTIALSTWS " rPoo . - d B 7 01I T v allr:_ everg sikilaftiA &4aaLlaCkWerACC uO rMPOtvgt6ftlar Eat>afity forope yam, 'd�yerr `?^y. 3.Ta,:1i�r i. Technical Tiffs Overdriven Fa Memem In ZIP Systie Sheatl P - i f.. e. EY I B::ti: is �::' 1.:. � .{.Y q .: i[5 :.+b 1. •.:• 's s :+" �.t y h LY'.: - 1 = f I A t. Yt ♦ w f.x : - e ... 11 a f' n a 1.< f f \' A 1 Y Y `, `It +' ,. 4 . ,•' i s 4 , Nr} f.. -.4. .la. .i a a&a I d, uy .:1.i fa♦ -a ',a: dv ..y... a • • .+� n „a. ,Aa'.i r. y x�: . 1 p.. M n .: F #r Yw:. . ., �1 i' rite ,•.ro 4 Y., f • .;<� f+� '<. r 4 f - a ., & ::« Pill.r # aR E#F: NT• s rd ri ,a T� {F NSF R`.tre', ,t+a.,hArl€Rfrt teandt,Y �atiak "fi5.4.ai.'�1` '° #xk man-kN�l »tiM �.gN4�'11q.awv Kid aRAWIMIG NOT TO SCALE Em '44*4012" OPSYSTOW TAPE 011111 W Atf: Jt'� N tNSTALLM SYS3fA4liIT'AP.E:AT.At iL tNTEMORZORfaE'fES FAST"EWAP5YSTIE Siz#T NC=A'S#tbpuREBBY DES KOf'dt CORDC3.R'. LOCAL BURAMG cow — LITICII M-:MULITZI t { i t M=. x P I e.K t Self Mheared Vapor Barrfrer or y i y 4: � � W f.. N !' tr J as decribed in R703.2 the structural plans and spedfi hone contained within these drawings comply with the 2020 F title Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages Dearing Y ryV) W V HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Sheets May a,. 2017. A 101 l u � c cwu ii u.. grow aO Sae�O'�O'.cA O' va9 a' 0�Yl� .d,u 'S be R¢„�#} rg�, ,�q. s W nWA55^£��c ls. � ! I smm ., ;S OE a j� N F •i�tcj w , .n d o cy`b y'S e rd 11 ri sai .�'8'.LLJ c r��,'m cwai ^' w Eawa +roe i` e % C dr J '. I o ro o-r R�� q u u ©c ' 40 h ails ti 9 H SST � g m�a> :, " T® '' m «.' .{'.ii B•S t� RrOrj WWW 'L w c •; eoc F3 co G N g` w d r2. ua v ii sii -''ro: N / QQ V��I W •�` i�� / aU �� 7, r'; i'all �.Uro.y .9 " d W: u F,-,, n w ^. Z zs 65 : o: •E •o �d w _... u w. n ®1 z n 3 a w a 5 4d Ci C7 5a °moo }y[ yq ,? ,° o •, 4 Rey+ ¢ .pq $�*S p. p is �I.. W G �' v.6fi u E D %-S u {•. u'fg_ u •m @ LL- �+ ❑ IXm dreoy-�.:'a5U '� # CF .. C fir, S �, -Il.t ,$p1I ` /♦�d-ry CC$�° � -. 4,, .' i n' s_. `5'o S �cd ;�� . i$ q,'rOE 'ees, N,Ue�a.�'au' wa UG..e�•k.3�„°S0t.. w$1u."y®t�' .,. '�%T•'. da 0 z �{ ,� n.:.,� rn `53,. _ y v •�'^ E 3. .� #!' �, YG,,.. .� r ww o�.'`5 :°�° �fJ d d §f!$ r.d33 V � l..�;� _. Alt.gRq jBjf��Y F^ t �° w i'�a '4, a %... ,� i ': .. *iT 0,a_� .^q... ti ,:.w a f ( LL x ' _ e-; m co.� rt u 6 { a E`, .. _ � ,ffi' lit u, r ~i,a . '.. �' a5 a u" �+ � C!i �w$roo u ��'gg5.9' �'�c�io9,e ��cowN'.S.-9 ,i•_".' •a�,�Ea;e..§u � �� .a w'". �pl; .'� � z� z ^ :..� ^,� :®'dm 'd :oe ;aa' 6,� tiw 8 ..5 3:u5 4u°m-' $�u+9�awEA1~ u $ y$a:4• Qi W gy //�� 3 u :? V'md:S.:, c w`.3 gg�y va'g.,E ii:.. W�.at B'a ,E y''y""F:.n eer Df dy ii 'S:�i• �,:o'w'}maa5 w'.v va - qm� Q g4 "w� i %.y. C 'C7 < R a fax a 5�r ..m.o �.a:ir ..'3cE.nra " '^',.. •. o f'9, p C} 9 e o :£: m w' }• E ^es m ten q... ,� 6 m:6 m '.�,. $.: u , 3','E' 9 a a: ' tr, g i�1j O 3 ', OU• W =�' i 1a .1 Z m .f� F -. -.. ry N }_� O 24 ill, 4::Z W.. �4„ � ,S a ,u. r 4 v'� p`... a .v+.. u.E u. [_] ..� .3-i. .. d3 �iA� ° aq o.'c^m .iS ao r.. 0. '`L{•C .5 Y....5 u. rah .'ih-•'. U 'A U.w. p fr- - +i '.'� f.'J a Y1 p LL 2 ii 9. �j. -.,. tT rti 9 VOfi G. `. `� C 9 N '� d 'itli :eC... `-` 'A V LL' 6. O : G.. w0 .r q - M Y ry�,� V.: ^ 23 : 9:. 'a+I 1IG. Z7� N m 'U 4�9i. Z toaJ-. �7 00°m 1�a 1� �4q. n,.: i,o Ef9,�eo N P: 'J.. '�.��� w v. �' •dAu^may it ti'Yll e°0. 'u .d�vE. Slii. yy� e$1 xs �u z si<.. - aN� $� ttaroa•� 844 ks o E. tl ,a. u.:f u` �s a9:�R {a .'ei... e...°.3' �.� r-i.� l3'.5... a,. g E u.: wPii wir - Y3 nm ,:.,. ^ T... ,c:..� .�.� m .�..5 m,H.a W 8�, v.. 8. �.3 y�j ® p g ' vrn �. fyff 111ItIt1 J J r- F a (.: r......, .. •-1.�� 14.. rn ... �e e,,:.:2 } �5..: rn ,a©.� ,ao 61 a; `o °. :r, W V> i j :S � a.e a C � p ♦� r m H a ••,'� d y- c_ °cP w c P3 an .5:a1:� me. ,-, u en...,.� •^ o ♦♦ 7O r'�'id i Ny-w o -rw * ' ^ � �..,•� Lo p�b'.:•� '+ u ..a .`��u.. .r:.5 d. :5 a�&1� y W..:Ee.. .p E.. en °ow �.a ♦ [) �f dtie-x✓n- F-a°� z d eo :.j a N.'ao$. vaa. v d:G^ :afro '�.:,°m: i° $ �c.ua w3 Erau .5, 4' E ♦♦A��.••,,...... �' ` C ui Q� tF [ NT Iz o3w y xq & 0.Y$ uY q g g _ U2 xT¢ w m m FS. l a 6iF eE T.t m u+id ..�'.. �.n 0.4 '�y Vi. ;5 dam°'. AI ..8Cq WVL cF" .es .y ?.5U m. v d :. d. •�'�♦Qe ,•• SV .Ci� ,• N d s� 99 �S3v� .."B.F, rood s,..ela ffi $.a w o.^,5,:o�W:.'�w w,:u, w dQ�j P(•]'No ,�.� �•� ... • w �d L� Y t� m�2i z, �:.t�y�,6 �.. u. -w �c`e+uFe+. . :•.G a o 2 stir cc{{ a d x� � rzGP« �. 9 e .,, o as ,�1 v B. Fa e�,_. �sa..d d.roy£f u L`e d..' o, ... GJ. • %��i U. $ �i- U.� x mg` w m ,.. - 'E•5. q 9L u..da .� ? ^'ro u �r'a l? L'. £5'6'i Rc `•1 a"d w .ui'i ,e. do. u v y. v 8b :. w ' x F Y rr -ro z w : ...>. '3 S: o y� a v. z w z:�u n ar w t- r < �...': a .E ea a5 w S, d u F e `� �,:1 u. 8, �i 4.�j as boi: G v i '�£ �^r,.m Out a�� 4d�g -w. a� S w .. 0.-, 71iro: �^.� o. a W"g o�€h crmoT& .^. •r: �y0 1l •., ,,.. 3rv3 e-3i LL rao2' ra m w r7 3 �a o� r.'a `�: o..g o^.a awa.: E•�u.G 5.w 6S rS .5i iQ.. 6am UctA.u.. a d' u u "5 ❑ p ®' i S I .5 E•h� "u5�g�i �'v m.. �e"�ud'fA.'�.d yu ®: tSyau, ^'�= a'Yvu,� C5 :Y,4a. reb` i E Ga ` = ()P•:. oil ryagg.0 c"0. 5,�•a.'v °Tx Na.•�&�u.:,'wUu ,.,,.:5 :car'::�:'Sa. :S mg rs: •,�'�•••.• ��: C LL IKF F : :r+# Sd ',;; $ Y c r d/J F "�, o u'asQ W n.: Fi �' n �'. a. v .., F"e „ e &. c 0 F ZS ~°/ 5W7..: rr3 {r�53'E.m m 4N.,�-^5 in a N�^>[-'�°�'3E._. d N3 w3 ��i(� �,,•, 0"•�CG♦♦ n o rj• 4 '� 5 ,,, To the best of the Engineefs knowl dge, iMormation and belief, ter � ti • W u a 8 '� $_ d g p� ^pe •� ❑� E "' -. u g E the structural plans and specifcetio s contained within these e q nnn >N.a b Xf , �',$ 5 C, I1 �.4. a .. i•J '?�y Lv drawing comply wish Ne 2A20 Flon a Builtling Code- Ch ..w.m a lV .°^rv EuE�i� oo 'E '..F'io Resider e st udural en dineen.1 En ortions of heture drawitl seal lis es belafor ^ e. E wvQ A A P 9 pages g En 6 a lneefs si nature and seal. �,, � > i a m � u. � .$ � � c a � w m �'^.: ai._• :w ,a � � w � � Q u � � � w � A' g � � d, ,,. n .ads. a� �o.'�. 4�4Jo �� IiJ �a $ d v. v0 .. o'i G d .ui"rn: oa c E,Lk -�. 5 >• Jio y Fi a, d k g E'P N •V' $ H FF z°_ e n C v7j ' Hi. °°'o' ' r n m xo:' :m as�e Vim]rpa o`nn�❑ ern �N�a�•J�'31°s;.'8 A`. ,a<ror;. UN NcvNiLLLL o z . r y❑ '• _ 3 .,o o u c y N • .9 a v �.' "" ^;', 6 Q: '? o v pd. w y a ., .;5 '. t��""? p? N a W° ftr m J w H a m a� a �:� N � 'Cd . � •0 . � 0 a' 8,^ �� ; w Ch 8 a w p o c o 'S' w •� c r^ ,; 10) be a s d. ^�+ c •9 .o a .,v •,� . o vA > ° �o f1! y rn m 3333 w rri 4 n ,agg�a gyp. g�1.cv b�glp 7 ��.,gU'�'`p{r^. x._a c .�i. pd. owyr._r2 xra. 4 cJ o-w s�ns'C 1 L' E r-e'" a•-,. i a Pi ro'E c "' �'i M �G1 "�i w � � ^2 �� ,�'J u � � N _ > T �, I i�, w •� r �. u88 'C xEv � ` °- �_t- m �.';3 E �j d m d $ o 0 0.. ,its?' £ba o _ o w T a H A 'r' 4O A RQ'-! H fa' 'CS 9 •?� Te V ii .'O M N ce J J - Ui�'.o air •o C •5 m" rn vac 3 cx, W oo �' •�p 8� C �. rwv. «n .. � � � �. � �j Rc ' a tj .'� �°i. E � .� y, �p F1 5 ,< . +c o � '3 � , m •- ¢ 8 N i�S+I O �P .bq N �i = 5a tii �-:°31 °yy"�.• fry aGpp n kq}i'js 5 ,7 yo r�-'v ��'«. F A c aW s W m ¢ y ko N 2J ^ Yi A y n Vi. eW ;� 9 El q wpp Vl V ei_ b M Z rig O ij v ° �+ y v L [) O p bi ro p! e b i-1 1� p tl G M i1 O ! !t° "s :.a. N U y C- °-�E Evc 'S w t•.�`�� �35 rf Cs.-F�"c,1 tl�'.v_ktJ ,e4.cw 3c+ �d23 U•S v^m? ,d ,F! p(aJ❑❑❑ °tea W so N R. L N W 'd wo v 'O `" ,� O rn g y� 9Y 9 e p� p� d 0 W a�.-. 8 e4 G u d �r %/J 0 5 0ll ❑ Ca 5`���i 'S q ' °c�'Y¢ a r ^u °�w. $'� C�jdS 'S� NR ao �"a y9$wE ,,, UFO: '4a Q ja f y Or �y �R O a OJ G (L'[t0 1. '�' ar r�5._ �•. W �"..,�'S} V L" G df -'•. '4 4 ° 'A ✓/y m 5� p (r ® c u E g ii':t! i P. °J u �r ° ^.°, `a�' m "5' �i. H v.: p (' to r �.» m i-1 �.$�`v S`,u�vu.uc `dE $Wa.+a'i o..$ w'.E uY-.u�'�.w 'n'i Yi.'al ,� u u �'i •- N ^ ^�'4 r}q !+e° Fi � � S9 E � `� v T H •F.� g � 2 -,q 5 °ero v..� "' o `� `c' •5 `�� o'sm 5�a � 0'3 �a :a ;g m�'�'Y �w :a ''-o '�' 'g `F° •8 �: 5 drn w'8 },��p .9 C'.' O o Nwc �.cy'o. wba^�y,£S'mi o�•:M ° . A 'fG o. O b + .5 �^. o 'ropy 5 g: _0 4.6 : = rd o. �' m ''� nc, ° a c .2 �, o N `^ E -H 'S m ❑q �0 M1 Py c�+i�ff��•S.v, :!+,• > ❑,.0 'C.: �,"\ 4w.',�5 �u5'e•aud �i °cb°'°.,�, �°d�'��Y S Su.:&"v6udi ° y yy �jQ N ,,j, �`r ❑ +R yj _ £i ti a. . a o'tX .W_ a. '6 a _- �\ .� ,,,, .-, ^^ ° 0. 7 w+vL'r �� Fes.•, 0. m '6':�'� H If a: u... ^t.8 c6 $r. tZ Z,nW�..�ug�"&'�: u .a h m:.�. .. ^eg •�rd •c =..� 9. N �c, .F� J n. °. m so ./ rn :. •o 19 ''m .°.' er�a�� f3 F4?.�'^, cv"�Vi d E d4.5 � u r� '«�:mt+. v�i, 'd �•C'a a ,? s, Vsvs5',. w ° W v," o W .5 ^aw.. 8 _ :x u.,a a Qm m _ ,^v nd m �..;1 tac`d " o. •s' m. '�� c ne�� S'�ar F;q ,u ao,5iw °j ., a�+o°'cii��3, ....�."o. -+ei3, A orb •U c �Ig: 3,a_e A.-9mr,5.p> m •o .^ a:+ - M. c d w d^ v p rs u w Flo o c 2 U ,C u 9 u o 0 m w r +► �` t5: O O}'!a N W p F,' .� t!1 Oi A 9cq'7 15 . =:D o Jv : •a' O E Y. ^'o v o Ci o ° ea. p v -A w a my o^ o B c- o wP =- d N u " at a ® a .g „c o ws a �` !` 4 c°'d d�...�. 5��iw err '`�..+.r- ' rg Ta a . K,.' ,-'J �E'n 43 `1e Hu '".G r�^�w'c :ei ffi' - d qu•, :Yo rri.�.. .�.e Effi 'r� uN$ I t� OM V]w H i `35 c han♦ $v EOB pq ca 5 d $v^._ o °9 yc m C' rA n Q, c 3 {n n u� w E tit t uu �, `�.�, � .� N'J, � S .yGq � � vw. a�7r QNa v�'J.`u 7^gv., "'6 '.a E.�� QIQya• �i{ O�d.� ��� j4 'an zn ad TWO YJrv` u tT pp yr : r':ab be MID FL z Sw &1L s4o �a4S o iL N 4' �� w ¢ ¢ m2d o H1MA N w � I'�' v _ $W,q,+. ..oa oWr� �. m N W a. � .�. E.�7o a 5 9 :c� �' 0 _6u a_ +� ud vdw u d wdu 44r .y.0 'C HOMES y�^ C~I)m:.-w,cou`a�'ry .r�`�'s,+�2 r�`tl u'41 m8�".E. o°!":i°3 L�� i 7- 5c�d��Fe�9¢ga3 b �5^^' ad PaS C!1 •-.�'" o:.ti ° ,j V N m.i 3 0 y a o d o-.,y � � ' � o �. �•� m1't v'o 1. � $ LiJ w g g. _ w e F a Yt °��t• g4 $ 8 b a v n a 3999 West First Street .... N ,. o .R{ m: 5 ro .:3. rr7i Al 'S a V p is rri� a ^3.°ri ro �' J � � .4. 'cc. u f N^ . a o ` .? w m` A. r2g E a` Cv d a ` Xi "e "^ ro Sanford, 302-9871 1 N�' C p�'..v (ery]�ed my {a�w'S� °•v 7y�15nw iL.S E.�� a. :y 4.. A F gG > 9 O CGJ Fyab. Nx�iin � '3�G �PLJ76VdYa g-'" �' W ii p W [_j U �• O � e 'S• Rai. T�i .ti N i1i W R9 N w 9 fS � - o8 •-'O°,,c, .a ro'4^ r-. $:i ❑a cc 5 -'� u c..: u :"�. •r��.5$w.J pr9�y Si.;u"ra rn..a .5 .g ory a'.n� �` x 7, d .°°.: n v Ei`'� o tl •o r�'- a Cc4 °� N v J' J o as pq pp k� d�^ qq p v�y� p ,`." r V W W 4 qm F N G 4 (•:. ! ❑ ���'vSN�_''S d $ �`��n-�c? p.E ' .i .g u N' -•i FJ .�'t o^yaY,`,i. t+ ffiffiffiffi © ei i k. ri w W n :S $ � v .¢ rn S Am'.a: E r*i Ni N L' � C� � 3 c ena! E Kam: W H •^ Q ^ .d Ai N 'i ry x O W .ei *i r•i .'� w w d u d N w E ^, J g W l>.7r H 4,,,. J yy j E 3 W rn 4^ N ro ea 8 'Q ea .6 +5v v.5.]u d a ?v N d w S 9 's o erg k as N.°. o,k '� 2:m "�: v 5 n Er'F3 4 $° R 5 �c " .Fysy'c 'm : 4� �aaU via a 81 pp G -• y� rr W °' + 3 a e .. j$y a 1'J � d .. a y'Fi `5 � "bi �� �a.6 m a �: a � ,rsE3C �ry Q •5 , a , ro +i �. � 5 '�3 !� c E u :ri A � rro 5 � g � k.I 17A o �,sc U^ c°oj 5 w vi:�. .`' %v uvu egq:,'&.�3p .9 Wq .«^ a8ji`°":5 y. 'o .$ mb. A w S1 yr '!5 .b'v Td $$$E •n. 8 °o m. .`C si. Tn p'. �"i v. i>„ o ^ S; :w r .F',•, S s o4 aw $r a yu sy et .m.. SI� , q e. � F•+ r+. y ❑ � a q: 3 :5 a •� V a m on'� ®p $y+ o o s E n D� wm �T�'S� y. L •^ �.5 � 'J ,�aC � WW �.� ¢'v^. pC $ 29 IS.r-n��\'H� �U• �. .ate rmo a xs 'fir o u ?It,`3 .a rn G 5 e. u ¢ Q it `� gg.•�° '$f'.« '.a °' �, v'�",n„S ''SCO �::r•� .r ,dv.5.. a4 Tn".,Y=`t~ a �. ? 1.L W U. .v. bq.C'E v u, u. o: ac $ .;. pub• o die .-2''ei >,� ,., Wo, .r ta, •�+ W� G. w W . », w 4A V 'L cs a� ,_ U 8 m m N Y W wd 6 I+, r i N J °.3 nr & fnC wJ 03pN+U aW"nR Cn ,a": nnM °w.6❑y�rA o•mw:s..�.c° -is�uror.m'S'c eon BA `11 xp.qg." p.•c: Z� .rd Fi `doffrTeix$� o td.. ,d' 'E" 3"o a:.5 •�, a "' 'p .� p .% ; V -"`' f O y "'.+ FW+ C o ',5,,.5 o `� F : r-n, ` ...E Fd tit . ' $ 'a 5'aq N w m ,.L ge+:€ Sheet: - Wi � m "� f3c°F' L'-w !�' ro �,,n'(a o p ^ F7.�46� r�.o F `fib'' a,° (7 w ., W w 1' K o 'E �' o ?5 8, a ��+S:a F WW a.6 ar .6 � N R' w.,eg '� �� .5 '�i. v' a+ci r��+++r -0:. .41 � �a� E. � �r�, o :o,� o� ® R 5 W d . W m Jtl 2r rx: -� F4q-'� .1m G �:°° gB.� N �i uw a #d` r. 9 a^ G m p .5` .aj Z: [`; .w. _ ;.u� o. a a � oAll. 0 .. .a o: G' aka t 3 ^..q.€.., 8 9 UJZ h a haNd m�Eu m= ZQ R e�p'3 r Y � mar s pap�_G� 3ouS i n .r = r H `5=. Umwz N U: .: ,T,'0•. s9w.0 H 'S si S. -iv Th dNw m _ co Co 1 7o cao 3 n o a o o �.: � � d ry � r V v3 �� o C. tly � �' d4 N d ,. u E . 5 5 N e`S• rrti ei rn ^• .. U W ev .. r..+'' e :~_ ZIP ROOF N `� DETAILS Set,, Lucie County Building Department App opening Schedule i rovaSub-mittal (Affidavit Code 2020 Updated 2-19-21 open Building Design Product Design Fi # or Miami- D d Produr Model # Manufacture Descriptio Attachment Method ID Pressure Pressure Glass 2 e n Attach door bracket to jamb w/ 5/16"x1 5/8" FL 9174.3 ' �;,yrac ,4,I r 9100 0230 Wayne Dalton N/A lag screws not to exceed I4" D.C-. The 2x6 Jamb anchored by 8" j-bolts @ 24 C -C. ea B side. BLK 1/2x3lag, 1 5/8emb. Attach door bracket to jamb w/ 5/16"x.1 5/8" FL 9174.1 7`X8' Garage Door 9100 - 028 Wayne Dalton N/A lag screws not to exceed) 14" D.C... The 2x6 Jamb anchored by 8" j-bolts @ 24 D.C. ea D side. BLK 1/2x3iag, 1 5/8 emb- "Smooth Surface" / "Wood sidelight 2x Buck: 1/4" x 2 3/4" concrete screw @ 16" FL 20468.1 Fiberglass Swing Dr Grain" Inswing/Outswing Therma Tru Corp tempered D.C. Head &. Jamb- Frame: A Impact 58r # 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" FL 20468.7 Fiberglass Swing Dr Grain" Inswing/Outswing Therma Tru Corp tempered D.C. Head & Jamb. Frame: A Impact 8rtir6 10 x 2 1/2" PFH wood screw 14" D.C. "Smooth Surface" / "Wood sidelight 2x Buck: 1/4" x 2 3/4" concrete screw @ 16" FL 20468.4 Fiberglass Glazed Grain" Inswing/Outswing Therma Tru Corp D.C. Head & Jamb. Frame: Swing Dr r r6 impact 68 tempered # 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" FL 20459.10 Fiberglass Glazed Grain" Inswing/Outswing Therma Tru Corp D-C. Head & Jamb. Frame: A Swing Dr Impact 8 ,0 " tempered # 10 x 2 1/2" PFH wood screw 14" G.C. # 14 Screws to 2x wood buck w/ 1 3/8" Series 120/130/140 embedment @ top and sides. 3/16" x 13/4" FL 22401.3 Sliding Glass Door Aluminum SGD Impact MI Windows & Doors Temp. concrete screws @ threshold. (see Details E for 2x wood buck to block) (3) 3/16" x 2 1/4" concrete screw w/ 11/4" Windows W/ Ix See Floor mi. embedment ill 24" O.C_ Max See Chart A FL 2.1637..5 wood bucks or 2x Series 1620 SH impact MI Windows & Doors Plan See details for 1x buck to cmu attachment & C wood Frame # 10 wood screw w/ 11/2 min embedment @ 2x wood framing (3) 3/16" x 2 1/4" concrete screww/ 11/4" Windows W/ 1x See Floor mL embedment @ 24" D.C.. Max. See Chart A FL 21639.6 woad bucks or 2x Series 1620-1630 PW Impact MI Windows & Doors Phan See details For 1x buck to cmu attachment C wood Frame # 10 woodscrew w/ 11/2 min embedment @ _- 2x wood fra m i ng (2) ## 10 2''' pan head w/ 11/2 min embedment FL18504.1, Mullions Vertical & Horizontal MI Windows & Doors Frame / (2) 1/4" x 13/4" concrete screw 11/4" emb. .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, Mullions Vertical & Horizontal MI Windows & Doors Frame (2)1/4 IN x 13/4" concrete screw 11/4" emb. .6 M-2302 Block Window frame to mull # 10 x 3/4 screw. Attachment Requirements: Per Table IF, FL 1654.1 Roof Modified Bitumen PolyGlass USA N/A System W-32. FL 30310.1 a }a_' Asphat Roofing Shingles IKO Industries. LTD N/A (6) 11/411-12 ga. w/ 3/8 head roofing nails I FL 5444..1. � � +�. Asphat Roofing Shingles Certain Teed Carp N/A (6) 11/411-12 ga. w/ 3/8 head roofing nails 46 1 Zip Roof System Huber Engineered N/A Zip 1't em S Roof sheathing g FL 171 Roof Sheathing Woods LLC Roofing TECH WRAP SYNTHETIC ROBOTEX INC N/A +27.6 / -30.0 1 +67.0 / - 67.0 +27.6 / -30.0 f +47.0 / - .53.0 +27.6/-30.0 1 +60.0/- bi,C +27.6 / -30.0 1 +50.0 / - 50.0 +27.6 / -30.0 1 + 55 / -55 +27.6 / -30.0 ( +50.0 / -70.0 +27.6 / -37.0 +27.6 / -30.0 I +55.0 / - 55.0 +27.6 / -37.0 N/A I N/A N/A I N/A N/A wa FL17194.1 Underlayments UNDERLAYMENT TECH WRAP SYTHETIC UNDERLAYMENT FL 3792.5 Off Ridge Vents Lamanco Inc. 770D Roof Louver: N/A Fasten using 11/4" ring shank nails. N/A N/A Aluminum Roof Louver Spaced OC to basp of flange, Channel @ Wall: CMU- (1) 5/8" t-nail @ 24 D.C. or equivalent. Wood- 8 1 oc 3/4 x 1/4 crown staple in diamond pattern @ 24„ FL 12194.1 Soffit 16" Full Vent Aluminun Coils Inc. Frame D.C_ +27.7/- 37.1 Soffit Eave: (1) 3/4" x 1/4" crown staple @ 8" D.C. Fascia Cap: (1) 13/4" x 0.072 1/4" head trim nail n Hardie Plank Lap Siding & James Hardie Frame 0.083 x 0.187HD x 11/2" ring shank nail for +27.7/-37.1 FL13192.2,.4 Siding Hardie Shingle Siding Building Products Hardie siding to APA rated sheathing FL 32869.1 Siding Mastic Siding - Carvedwood Ply Gem Siding N/A ai s a v. tamm,, its-, head x ong nailed to each stud with OSB sheathing per +27.7 /- 37.1 / 4.5 Dutch Lap Triple 3" Group nlqn- Sheating Ext Walls all edges blocked attached ZIP System ® Wall Huber Engineered '' w/ 8d nails @ 3" O.C. edges and 4" O.C. Field +27.7/-37,1 FL17147.1 Siding Sheathing Woods LLC " " or 16ga x 13/4 staple @ 2 Q.C. edges and 1 "Safety+ Edge" Storm Panels, 1/2" O.C. field. s 28 a 6.018"") Steel, 0.022" g ( Block/ Cage of Steei 28 ga Attachment .1/4 Panelmat,@ 16" DC w/ 1 7/8" See Opening FL 12856.2 Hurricane Panels Alum (Perf and Non -Pert), Town and Country Frame Embedment Frame 1/4" all Points solid set anchor Pressures Table Clear polycarb (Full and 7/" embedment CMu Ha N/A / -622.5 N/A N/A N/A. N/A +48.0 / -64.2 54 Section o a products listed based the Florida Product Approvals. 1%IN I ,A. Ilv svn F 1 INr, Earoa g IN F,CFDISTANCE fir- � Lrr Ce 48 NO, scaL6' _ _ FUJ N� �_ ENTERIOH L 9JCH fP Oh ENS RACIER HOD / 4 A70, SAl AN JAMB INSTALLATION DETAIL WOO" FHAMINO OR Tf BUCK INS IALLAT)ON OPENING F r 9ENSURES. LJST€QP E tAP+R RSAR#SE vasd MARK VON • W MPH VON. UA 8 623.3 s -25.4 •27.5 ! 37.0 ,*4_5 f -26.7 SLl DETAIL. 1- T I Inw_ mu HA. o� i r2A/F ILlUI L L 3" I.a� nY �✓ 1620 SH REINFORCED RECTANGULAR EXIFRICR VIEW.. FINfESS6 ilAN3EINSTALUTION REINFORCE" "E519N PRE%UflE MTNeI IMPACTRATIN3 _ a50.0%70.0PSF uNSS O6MAu MISS6EIMPRCT MISERELEVELO, WWOZONE3 WHERE WATER PENETRATION NE615TANCE IS REWIRED j L g IRaaa,xup:. JAMB DETAIL. r- L � d rx G Chanel 'I IN F L' 1 a" \ T r 162W1630PW r / IXIEfl10flV1EW IT ANIHFPoIIES56FlH%iE NA5TIl41lKK! N U A 5LI vn * (I t550P3F a amncr rrx rrz..re,wee ooLs'rav*�.x�EP�ao�r%�L�� FM vue CM I/t Number m imahor Rma6onsrequired Flume Frame WIdM (In Main 2A00 NSS Jamb 90. HAS Jamb 3&00 HBS Je3 4208 H4S Je3 IS06 N64 Jamb NO AS lamb H2A00 W.." HAS Jmnb 66.0 HAS Jamb TS.00 73.00 2 3 T 3 3 3 4 3 d 3 4 3 5 3 5 3 30.IN 2 3 3 3 4 3 4 3 4 3 3 5 3 4 3 4 4 4 4 4 4 45 4 5 4 4200 2 d 3 d4 4 4 44454 46.00 2 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 J�J.bUnl 60.00 2 5 3 5 3 5 4 5 4 5 d 5 5 5 5 5 IH&SJb 6000 2 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 66.00 2 6 3 g 3 6 4 8 4 6 d 6 5 6 5 6 66.00 2 6 3 6- 3 8 4 6 4 e 4 6 5 6 5 8 73.W 2 6 3 8 3 8 4 e 4 6 4 6 5 B ]].00 3 6 3 6 3 6 4 e 4 8 4 e 5 6 I � EN0INEEE6N6 ASSCCIATEi 258 Soulhhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 3 CARL A. BROWN, PE-FL#56126 3 LUIS PABLO TORRES, PE - FL # 3 SCOTT A. LEW�.Q�'9I91A?del M]p J : g64 140 j •: LLJ 0Q '2: Al o .# I THE BEETI\N[ � AND UNDER3ATIO S AND SPECIFICATIONS O fyJ�1 RICA BOILOING CODE SIG EDAND SEALED FOR THE 0 N 0 N C O � V a (W a Iw � � N m o' � a' c ¢ Zzs U S wlo 0 Q W N N M ue)J I 0 I a cn I �IU�I o 0 pj N �M 00 ov FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REOUIPEMENTS OF SECTION R3016 THE FLORIDA BUILDING CODE 7th Edition 2020 RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE LDADS AND DESIGN CRITERIA STATED ON THE COVER SHEET. DESIGNED WIND SPEED Vmt-160 MPH Vosd r124 MPH FJ irs T O L C^L i.i Q 4a O -� a I C p w i¢ 0 I 21 W I z vi IT Ld SHEET, PSL-COU -PA