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HomeMy WebLinkAboutBuilding PlansDATE I MARKS DESCRIPTION 1443 A ABBREVIATIONS Abv. Above FIX Fixed Ief Refrigerator A/C Air -Conditioner Galv. Galvanized eq'd. Required A.F.F. Above Finished Floor G.C. General Contractor Im. Room A.H.U. BF Air Handler Unit Bihold Door G.F.M. Ground Fault Interrupter Ind. Round BkSh Bookshelf GT GirderTruss S Rod and Shelf BLW Below Hdr. Header SD or SD. Smoke Detector Bm. Beam Hgt. Height q R Square Ft. Bot. Bottom H.H. Hand Held GO Sliding Glass Door B.P. Bypass door HB Hose Bibb In. Shelves Bearing His Hard Surface Fir. hwr. Shower C CL Carpet Coach Light Int. Interior HT Sheet Cir. Circle KlWall Kneewall V. Side Lights Cig. Ceiling KS Knee Space R.F. Spruce Pine Fir CJ Control Joint Laun. Laundry q. Square Col. Column Lay. Lavatory Y.P. Southern Yellow Pine Comm. Community U. Lintel Length B Towel Bar Comp. Compressor LT Laundry Tub amp. Tempered D Dryer DB Door Bell Mas. Masonry hik'n. Thicken Dec. Decorative Max Maximum O.B. Top of Block Dbl. Double MC Medicine Cabinet O.M. Top of Masonry Dia. Diameter Mfgr. Manufacturer O.P. Top of Plate Disp. Disposal Micro. Microwave R Towel Ring Dist. Distance Min Minimum I P Toilet Paper DMF Decorative Masonry Finish D.V. Diverter Valve (Plumbing) MIL Microlam rans. Transom Window OV Dryer Vent (Fir. Pin.) Mir. Mirror Tylp. Typical DW Dishwasher Mono Monolithic J.C. Under Counter Ea. Each N.T.S. Not to Scale JCL Under Cabinet Lighting E.W. Each Way Opn'g. Opening JKO. Unless Noted Otherwise Elec. Electrical Opt. Optional BIG. Shower Valves Elev, Elevation Pc. Piece Vert. Vertical Ext. Exterior Ped. Pedestal R or WE Vent through Roof/Exterior Exp. Expansion PH PHONE W Washer FBC Florida Building Code PL Parallam wl With FC Filled Cell PLF Pounds per linear foot WC Water Closet Fin. Fir. Finished Floor PSF Pounds per square foot W.A. Wedge Anchor F.G. Fixed Glass PT Pressure Treated Wd Wood Fir. Floor Pwd. Powder Room WDW Window Fdn. Foundation PIN Picture Window WM Wall Mounted F.O.M. Face Of Masonry P.P. Pre -wire P Water Proof FL FooU Feet RA Return Air M/F Welded Wire Mesh/Fiber **NOTICE TO BUILDER & ALL SUB -CONTRACTORS** It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plyn errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. GENERAL NOTES 2. Window and door suppliers shall provide rough opening info which shall have precedence over the plan. 3. Cabinet Mfrs. shop drawings shall have precedence over the interior cabinet elevations shown. 4. Do not scale plans, dimensions are to be followed as noted. If plans are printed on 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 dud 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 id.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. B. Ducts in the garage and duds penetrating the walls or ceilings separating the dwelling from the garag( shall be constructed of a minimum No. 26 gage (0.48 ni sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Other penetrations shall be protected as required by section R302.11. 9. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies -- Not Less than 1/2" Gyp. Ed. 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 wells that are within this area. 12. Code references are summaries of code sections. See FBC-R (current edition) for complete code information. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. AREA TABULATION A FIRST FLOOR PLAN 1443 SQ. FT. LIVING TOTAL 1443 SQ. FT. GARAGE 406 SQ. FT. ENTRY 31 SQ. FT. TOTAL AREA 1880 SQ. FT. 5T. LUCIE C"N.TTPLTLDr, �r77-'ni RLVILt1EDFO5COA&LL4__ L RF VIE%' ED BY / �\ DATE PLANS. EVAUTJ NILrg BE KEPT ONJOB "•- _..'JECfION `.VILL BE `iIADE. FILE COPY INDEX DRAWING INDEX SHEET TITLE Sheet No. SHEET TITLE Cover Sheet r Foundation Plan Foundation Details .Lintel Plan 3.0 Floor Plan 4.0 Elevations: front & left 4.1 Elevations: rear & right 5.0 Building Section 6.0 Framing Plan 7.0 Interior Elevations 8.0 Electrical Plan SN Structural Notes D1 Details WP Waterproofing Details nN Building Code- e drawing pages hearing 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q N W u) p -0CA r`) U S. o J LL ^ 1 - m Co dj O C M cn 0 o_ O tO E Z T r- r- u. LL g a a ° CS COVER SHEET 0 0 c b Q U) r 0 m Q 2'-7° 20--0" 17'-5" 20'-0" x 10'-0" M03. CONC. PATIO SLAB I _ 0 F- CJ I i I W Ia COND. 0 T FM19 I N 1.1 T-0" I V-10" 3'-8" T-1On 4 5'-2" I 3'-10" 4'_2" 5'-2" 4'y TYP. AT // N CORNERS • I FM15 FM01 • yp. 1.1 1 1.1 U.N.O.co 1 :: / ■ ■ I 7,_�," 2r �rr 4 8 I � / 1 ro / j / FM01 I • p .. oD r — ,IF - — — l r / // CHASE U.N.O. II����III II 3 III �� 1���� I DW o �t �JJL---J // FOR YiIC I ■ ■ 0 SINK CJ —LCJ ICJ N am CHASE FOR( 7-62" 1'-8" / 'T-6° 6r_53" FM01 ISLAND II 00 I ao TYP. REF.II U.N.O. OPT. �i :: —_— —_— /�. ...... -----r--- — ::I ■ 7, bar' I W. III D. �it��AVi N / I: J 11 I ■ 81-01, M // I I P 2�660 F.l I: / I 22'-ig" j u/SHOWER�I : I 00 • a\-V ca 00 I v FM12 I t' 2,_03" I 2r_821" 2'-82' H :: uSN Ill_6 iil 04 II ,., ■ ■ ICIJ ---'=...'L---------- —I I \ -3 1/2" 1 / to I li I! i t ..... I \W coW.C. 19r4$" I H.B. I 41 III I: I ■ II f"� •°D FM12 1 I U 0 W . --.. ........ l .......:.. 0 1.1 FM20 g z LL .— I w 1.1 w to c? 00 TYP. FMO6 0- J I ¢� Eo I 1.1 w I n I cd z C9; — — — CJ N - - -- } -- - =ate - ■ -- - - ■■. ■■ I ■ I -3,/2" ao I I FM02 Eo E� 5o I N � ■ I I I■ I ■ FM02 I a 1.1 I TYP. FM01 I m O °0 U.N.O. 1.1 s0 f j et " — — F I - ® FM09 I ■ ■ ■ ■ ■ 1.1 CV N ■ ■ ■ ■ ■ ■ 6-1" L 5'-2" L 5'-1" 164" L 4'-8" L 2r_0" 40'-0" 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. 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" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 T-O" x T-O" V-O" 4 #5 E.W. BOT. 15600 F3.5 3'-6" x 3'-6" V-O" 4 #5 E.W. BOT. 21500 E9 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/ MANUP'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FOUNDATION. TO BEAM W/ (1) #5 REBAR, GRADE 40 U.N.O., TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 5" EMBEDMENT W/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @ EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF) AND SEE PLAN FOR SPACING. 4 CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE MIN. 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 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 r'-------- 1 l - INDICATES SINGLE -STORY WALL FOUNDATION 1 Z= 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. TO ELECTRIC SERVICE PANEL 73/4"—BURGUNDYGRC12 UL467 HIGH STRENGTH GROUND ROD CLAMP '-0 '-0. a OR EQUAL 16--0" 2'-0" FIN, GRADE 4. 4" REBAR LAP HORIZONTALLY MIN. 15" STEEL WIRE TIE BAR 3" MIN. CONIC. COVER @ REBAR SCALE: 1 /4" = 1'- 0" CONC. FOOTER TYP. CONC. ENCASED ELECTRODE SCALE: N.T.S. the elnkWral plans and spec' bons oortalned wlihin these tlrewings compywgh the 2 Florida Building Code - ResldeMlel 7th Etlitian. Engln a signature and seal Is only for the structural engineering porbors of the drawing pages bearing fE "r LL N N >8 LL d yW 3aryi+ R4 � wLL 3 J� 4 f O N C a p F m Jmp J < „1 'a tdi N��rQ' a xz.. N M Z J 41 z Oap❑❑❑ W 0 ym�y N m m 0 v N N LL 2 Ufa S N J I t 8 m �IT N O J['�a IMF HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 I LO O -o rn M = co L @ o J LL LL @ CO L_ M c/) a)o ® LL 19t 90 r D Z T- r d ^ U 6 LL d s Q o asp SEE PLAN MASONRY WALL, SEE PLAN FOR REINFORCING PROVIDE LOWER HOOKED DOWEL #5 CONT. @ TOP - ;: W.W.F. OR FIBERMESH REINF. AT PERIMETER / WHERE THIS CONDITION •7 OCCURS AT 6'-0" FROM 4 EDGE IL /° �g52=NW j( Q 2��J� N rd W ad N J Q c Z M (L LLLL1I ¢ �O' F- (2) #5's CONT. A GRADE #5's VERTICAL DOWEL @ 48" O.C. WHEN GRADE CONDITIONS WITHIN FND. iv ocnni uoc ncco Rennin nneV P SCALE: N.T.S. FRONT WALL OF GARAGE 3-1/2" CONC. DRIVE w/ 1/2" EXP JOINTS 10' O.C. TYP. ALIGN DRIVE w/ BOTTOM OF RECESS & PITCH DRIVE 3 6fICi'AL. 16" MIN. PROVIDE 13" WIDE RECESS @ GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. TT7— I" is 4 is O 2 #SCO NT. SLAB RECESS FM09 AT OVERHEAD GARAGE DOOR SCALE: N.T.S. PROVIDE 1 1/2" RECESS REINF. SEE PLAN F.F. - • " ^ -- SEE d 1 °• 1/2" EXP. JOINT SL.GL.DR. SILL FM15 BEARING SCALE: N.T.S. GRADE,SEE PLA �o N - SCALE: N.T.S. F.F r REINF. SEE PLAN (2)#5 REBAR 2x BRG. WALL, SEE FLOOR PLAN FOR MORE INFO REINF. SEE PLAN # 5 REBAR INT. BRG WALL (ALSOSHEARWALL) SCALE: N.T.S. #5 DOWEL(S) FOR MAS. COLUMN (PER PLAN) REINF. SEE PLAN GRADE ­*­x - MAP #5 REB z AR MAT • x` �. #5 REBAR MAT SEE FDN. PLAN SEE FDN. PLA FOR SPEC VARIES FOR SPECS (SEE PLAN) 90° STD. HOOK •REM SCALE: N.T.S. PLUMBING LINE TOP (2)- #5 x 4'-0" PVC OR CENTERED AT PIPE SCH40 SLEEVE TOP (2)- #5'S x 4-0" PEN TRATION A PLUMBING LINE CENTERED AT PIPE PVC OR a , PENETRATION SCH40 SLEEVE d° a a° a a d s ° d • d, a a • SLAB REINF. 4 I � = I ° (SEE PLAN) f - �° a � g a ° • a ° �° a •. e A SEE Ep EEFDN.PLA PIPE PERPENDICULAR TO FDN. 4°' PVC SLEEVE FOR SIZE & REINF. TOP (2)- #5 S x 4-0' PVC OR SEE FD PLAN THRU FOOTING CENTERED AT PIPE SCH40 SLEEVE FOR SIZE & REINF. PIPE VERTICAL _ THRU FDN . PENETRATION PLUMBING LINE _PIPE PERPENDICULAR 3/4 _,-o a dFa d — TO EXTERIOR FOOTING �\ a °,!/ I - DETAIL — SEE FDN. 23 TYPICAL FOUNDATION PENETRATIONS FOR SIZE & REI F. FM SCALE: N.T.S. SECT. "Atli &n X — — — — F.F. VARIES a oI a ° ° (2) # 5 CONT. REINF. SEE PLAN FM02 SECTION @ GARAGE SCALE: N.T.S. 2x BRG. WALL. SEE FLOOR A PLAN FOR MORE INFO STEP -SEE PLAN��\vl� �— REINF. SEE PLAN # 5 REBAR FM„ STEP DOWN BRG. SCALE: N.T.S. O � SEE PLAN TYP. SEC. 00 z � ° 26 ° 2 #5 CONT. SEE TWO— d 2 #5 BENT BARS W/ SEC. a a MIN. 25" LAP SPLICE 2 #5 CONT. DETAIL FM18 TYPICAL STEP FOOTING SCALE: N.T.S. REINF. SEE PLAN F.F. ao nd OCR FM03 THICKENED EDGE SCALE: N.T.S. REINF. SEE ---PLAN — ---F. ° I - ac 4 00 i 8"(1) #5 REBAR . CONT. Mo3. THICKENED EDGE SCALE: N.T.S. SEI REINF. SEE PLAN FM12 STEP DOWN NON BRG. SCALE: N.T.S. ALT: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" d DETAIL FM19 TYP. CORNER BAR PLAN SCALE: N.T.S. a #5 CONT REINF. SEE FDN. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. STEP-DOWN REINF. SEE PER PLAN / PLAN a d P d• (2) # 5 CONT. FMos EXT. DOOR SILL__ SCALE: N.T.S. MUDDED FLR. SLOPED TO DRAIN- SEE PLAN F.F. o ° N ZI i _I i . .1- # 5 CONT. FM14 SECTION @ SHOWER SCALE: N.T.S. W.W.F. PLACED IN 1/13" 13AWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 12° aLL — a )E- a----3Ea--a N a FM2o CONTROL_ JOINT_ DETAIL SCALE: N.T.S. LOCATION OF BARRIER TO BE V-0'" IN FRONT OF MECH. OR APP. WHEN REQUIRED MIN. 2:-1/2" DIA. SCH. 40 STEEL PIPE W/ WELDED CAP FOR ELECTRIC WATER (HEATER PROTECTION -OR- MIN. 4" DIA. SCH. 40 STEEL PIPE n FILLED W/ CONCRETE FOR GAS WATER HEATER PROTECTION TOP OF SLAB o z o i 14" MIN. DIAMETER CONCRETE FOOTING FM24 PROTECTION BARRIER DETAIL SCALE: N.T.S. ^w@i fibers signature and said Is Dory for dlons of the dravdng Pages bearing W jj(Q�y� LI LL � QQ (♦v) W N a70 J LL 11 79 U Is O 2 Is 6 8 N g Am 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L a) p -p o) `� M U L c J N LL m n C M a) a`) V/ _ o O d' It I=_ r m QcU_ r MOLL. c c a FND. DTLS. 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 70 BE WIDTH IS 6'-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. (TYP.) STANDARD90 T I I I DEGREE HOOK HOOK LINTEL ^..• i.'.:�: .• a REINFORCING INTO '••`'` `-`''^'-^%• i.¢,• : �r .;m •im "fi•.: .� Z W TYP. BOND BEAM w..•. ... ..c..•••: ' .• :K- gl- 8" x 8" x 16" K.O. SIDE VERTICALS •. `r•i;,.•4?•;, •'.,. '. ':+..AI;.:Rl: i. ir'y; ...'y;'•"1 .... I.r N} Q_00 C LINTEL BLOCK WHEN TOTAL :• J .�., i[ • i . ., ,y.,.. ;' s ' I'" w IY FILL wl 3000 psi OPENING WIDTH 13 +J.�. •^z . �,,.,,. _..� a on Ow CONC. w/ (1) #5 6'-0"O -LARGER p"'.T y' A:, •t, •, o.•, ,. DIA. REBAR :J r; ---PROVIDE 3"x3' HOLE : ' •a • BOTTOM OF PRECAS - PROVIDE STD. 90° LINTEL TO EXTEND ; �;:; •fir STD. 90 DEGREE HOOK W/ MIN. 25" LAP WALL REINF. THROU i,•- ANGLE 3000 psi idri iL: AS REQ'D. .. SPLICE ON EA. END CONIC. w/ (1) #5 WHEN TOTAL OPENING } REBAR BOTH SIDES REBAR BOTH SI DIA. REBAR IS 6'-0" OR LARGER. OF OPENING U.N O „ OF OPENING U N O ::•' 12" OR LESS If PROVIDE KNOCK -OUT y:.i r _IL'i' : I'• INDICATES BLOCK FOR FIRST �'' "• ° ' ` FILLED CELL :.C. •. COMPLETE CMU '�{'• ., FROM FTG. TO COURSE BELOW SILL & BEAM w/ (1) 45 FILL SOLID WI (1) #5 BAR xHIG'• ••')''• ' ' BAR WHEN TOTAL OPENING ' IS V-O" OR LARGER ;'J; •: `:I � , •'I , •..�{ I•LR ..{.� ' 8"x8"x16" •` CMU U.N.O. " TYP. DOWEL I7 %I •.: • 11 d, '•jI i 25" MIN LAP :lf•• {T� .• i11 :, (AC1530) 11 .�• ,. jI.R• :..�•�.'. i� 'ti i..' •/r•'w,. :r. n.5:-'�'v1•�I �R•, �i.,�:.1.4. r''i •�1'�N W 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 iv BLOCK w/ 1 115 TYPICAL SHEARWALL SEGMENT BAR, 3000 PSI GROUT, MIN.25" L-8 �`. " ^�' LAP (ACI 530) ALL SHEARWALL SEGMENTS O -•. M?, '-•,;'" - < CONSIST OF A FILLED L 14 CELL EACH END WITHOUT CO O AN OPENING BETWEEN. ° FILLED CELL: FILL BLK 1 , CELLS WITH 3000 P.S.I. CONC. SLAB GROUT ONE #5 (GRADE 40) OVER 6 MIL V.B. @ LOCATIONS SHOWN ON r THE FOUNDATION PLAN L 20 ' C,. 19 OVER CLEAN a- - AND FLOOR PLAN. MIN. EARTH FILL, 0 � SEE PLAN LAP 25" (ACI 530) r TOP OF SLAB e 4 SECTION BETWEEN DOWN RODS '"{ "{' ••-+" k+ 'N '. •k*J L-22 L-24 L-32 ARE CONSIDERED SHEARWALLS O O 0 UNLESS OPENINGS ARE BETWEEN THEM. TALL LINTEL LENGTHS GREATER SECTION THAN 22-8" WILL REQUIRE (2)-#5 TOP OR (2)-#5 BARS TOP & BOTTOM MS02 TYPICAL SHEARWALL DETAIL SCALE: N.T.S. T N O N O T We 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, MARION MASONRY - FL12193.1(OCALA/GAINESVILLE ONLY) #5 REBAR AT TOP #5 REBAR AT TOP MIN.(1) REQUIRED MIN. (1) REQUIRED 2 LU -J :3 TOP KNOCK OUT/ W J U LINTEL BLOCK = r COURSE TOP KNOCK U Q , J ROUT '- Z OUT/LINTEL Q Z C)5 REBAR O a BLOCK 00 OF BOTTOM LINTEL COURSE W Q O AVITY Z ir a' i ADD ADDITIONAL Q W OTTOM UNFILLED (D EINFORCING W OOURSE(S)AS ROVIDED F- REQ'D FOR LINTELS = 3 N LINTEL L L (VARIER) REQUIRING MORE 0 } THAN 16" IN DEPTH LL LU z 7-5/8" ACTUAL w 8" NOMINAL WIDTH 8118-0811T PRECAST LINTEL. WHEN TYPICAL LINTEL DETAIL LINTEL IS TO BE LI:BOTTOM SCALE= N.T.S. INSTALLED OVER DOORUSE8RU6 #5 REBAR AT TOP REINFORCING MIN. (2) REQUIRED I- PROVIDED IN LINTEL(VARIES) O J (,� TOP KNOCK OUT/ Q W LINTEL BLOCK � UNFILLED LINTEL DETAIL Q COURSE $GALE=N.T.S. J GROUT Q r FORM& GROUT SOLID Z V (2) #5 REBAR AT BOTTOM OF LINTEL CAVITY .'y+ 0 O �•,r Q Z °• BOTTOM ^Q o •"� uJ _, .: ,•` J (D REINFORCING O PROVIDED IN LINTEL a6 BAR CONT. (VARIES) 5/8" ACTUAL 8F12-18/1T 8" NOMINAL WIDTH O O "Us LINTEL DETAIL "W LINTEL DETAIL SCALE=N.T.S. SCALE=N.T.S. MATERIALS GENERAL INSTALLATION NOTES 1, f'c precast lintels = 3600 psi. 1. Provide full mortar head and bed joints 2. To prestressed hotels =6000 psi. 2. Shore filled lintels be required. 3. grouted per ASTM C476 To = 3000 psl ve 3. Installation of lintel must comply with the architectural and/or structural drawings. maximum 318" aggregate and 8" to 1 V slump, 4. U-Ontels are manufactured with 5T12" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grout minimum net area compressive strength =1900 psi, 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4and 5. Reber per ASTM A615 Grade 61 longer with a nominal height of B" meet or exceed U180. Prestressing strand per ASTM A416 Inside 6. Bottom field added rebar to be located at the bottom of the Iinel cavity. 6. 270 low relaxation. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7132 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 7. Mortar per ASTM C270 type M or S. masonry units. 9, Safe load ratings based on rational design analysis per AD 318 and ACI 630 10. Floods Product Approval No. 15BA 11. The exterior surface of lintels installed in exterior concrete masonry wells 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 horizontal (lateral) loads should be checked for combine leading with the following equation: Applied vertical load Applied horizontal load / � 1.0 Sete vertical lead We horizontal load LINTEL DESIGNATION SCHEDULE LINTEL LINTEL REQUIREMENTS MARK REQUIREMENTS F = FILLED WITH GROUT / U=UNFILLED RRECESSED 8RF6-OB/iT O 8RF14-OBIIT FMARK QUANTITY OF #5 REBARBorroM ofF LINTEL CAVITY SF8-OB/1T O SFt6.0611T 8RF14-1B/1T O BF20.10B/1T O 8F1&1B11T O 8RF22-013/1T 8F16-1B/1T O 8F20.1B/1T O 8F24-OB/IT NOMINAL L}LIT QUANTITV OF WIDTH #5 REBAR AT O 8RF22-18/1T O 8RF30-0B/1T 0 8F24-1B/1T O BF32-0811T TOP NOMINAL HEIGHT TYPE DESIGNATION O 8RF30-1B/1T O 8F28-1BI1T OI 8F32-1B/1T O 8F40-1B/1T 0 "SEE DETAIL ABOVE O 8F16.2612T 0 8F8-1B/1T O 8F121BAT 1s 83J4 S9 F� O 2� O O t s7s�4 T-6" LL 5-10" LL 5'-10" LL W 0 n? 1 , �•rYa�Yr Pf olfii��l To lbe beet of the Engineers owledge• Information and belief, the structural plarre end speci11 'one contalned within these drewingecompt vMh the 2020 ride Building Code - RasidendaI7th Edition. EngNeef eigneNre and seal Is ontyfor the structural engireefing portiere of the drawing pages bearing Engineers i ignal and lead. W W F , EE p p m o V r? R CntYl � lot _V � LL A q mc OFY t ,ga O to aJl02C�fOdQa billN a MZ��U Fri"�F. 1 N Q U J W N � - V I _ s vl N O 4�J� 4'-6" LL Q °Una �L01) N „I e� 5 I L 8 I min 01 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. #5 REINF. BAR •y:.;:c... ••:. R 1 7l8" TIE -BEAM •O y _ CONCRETE LINTEL C o IY to" - 4'-6" LL #5 STD. 900 HOOK (2)2XP.T. ¢ SCALE: 1"=V-0" BUCKS W/ N 112" O.S.B. W 20" "MIN. LA Q BETWEEN LO p O #30R#4REINFORCING O '"""""" L,.J M BAR 0 #3 & #4 LAP SPLICE • • M• • O � o LL ro •N " O O 6'-O" LN 25"MIN. LAP - '- O" LL L O l'7 #5 REINFORCING BAR DO MIN. T E MO REINFORCING BAR d #5 LAP SPLICEtf 36"MIN. LAP 17'-4" LL �' T- d O ILL. E ZT r NrLL c Q m IIN Na #6 LAP SPLICE .FASTEN PT 2X NAILER IF DOUBLE 2X NAILER IS USED, Reference NO. 21-1 1716 IJ'� �r TO MASONRY USE 1/4"X4" TAPCONS. SEE OTHER Sheet: !i/(.-r DETAIL D CT I I NOTE F9k2 SPACING REQUIRED. F1gyp MS05 REBAR SPLICE DETAIL *GRADE 40 U.N.O. MS11 2x BBUUCK/"TO MASONRY SCALE: N.T.S. SCALE: N.T.S. LINTEL PLAN LINTEL PLAN SCALE: 1/4" = 1'-0" ATTACHMENT REQUIREMENTS TAPCONS SPACING # ROWS E 3116"X3" 12"O.C. 1 3/16"X3" 12"O.C. 2 3/16"X3" 12"O.C. 2 4 0 r 0 N t0 <O N 0 25-SH HDR. @ 6-8- EGRESS CUBIC VOLUME: 11 0 N O T • me C 08' FrowIiY 2'-7" 20'-0" 17'-5" 3'-4" 20'-0" x 10'-0" CONC. PATIO SLAB 7 I 14'_4„ T-6" x 3'-6" CONIC. SLAB COND. 13'_2" 9'_2" 4 6066 S.G.D TEMP. `O NOOK I Hs 8 1 118" CLG. HT[ - 5' �2 6'_3" GREAT - 35-SH HDR. @ 6-8" ROOM 8'-1 1/8" CLG. HT. ROOF G.T. 35-SH HDR. @ 6'-8" EGRESS MASTER BEDROOM • 8'-1 1/8" CLG. HT. 2'-1" R 41 w ma c7 o 1" "2 M 70 v '' 4'-1" 6'-8- I H 2668 266 BF (4)SH. @ 12" 4 2 ---2KYWaSL=--- a0 I DW I ss L 31J 12 _ SINK 3 ZU KITCHEN zo c"" 8'-74"8'-ll/8"C G. .6'-10"� [R. 5068 B.F. REF. OPT. (4)-16"SH. BEDROOM 2 m y _, 13 8'-1 1/8" CLG. HT. o g 12' 94" 1" r I 1 I LAUN HS 1 1/S.0 fV 'L rn Z0 :, ;D M. BATH �i '-1 1/8" CLG. HT. zo 3 •O 5'�e V. W.M. 10' R 3 0 T G. HT. 5'-4' xs0F. HOWE rn i W.I.C. ', rn '-1 1/8" CLG. H a I 7,-2„ . I j 112' 2'-10" iv W.C. op A � T 5' 64 M �I LL ' 3" m J 1 I_ N i OYE H a (4) 16" SH. ' - I I- ------ R/S -- PLATFORM q F M @ BUILDER TO PROVIDE `Ira APPLIANCE PROTECTION WHEN REQUIRED PER FBC 77l4ill r=_5_ 1 I ATTIC ': L=- A6CE--- J . HT 2 CAR GARAGE MS 8'-1 1/8" CLG. HT. A.F.F. 2. 18'-94e N W.H. 1 MS02 t 7 �N N 7.0 io io m BATH HS 1 1/8" CLG. 2668 2068 _ fV 64" rill =1 B F cp 8'-1 lit~ 1/8" CL s "�� lo-4 2.0 6"' �_" is c BEDROOM 3 q 8'-1 1/8" CLG. HT. 9 35-SH HDR. @ 6-r EGRESS ROOF G.T. r-------------'-ROOFG - -- f.------ - I A I I I TYP. @ J D1 JAMBS OVER HEAD DOOR l ja - I i a 1 I I I I I I aGARAGE 4" 2 4 " '-1 oo io ENTRY c is 1/8"CLG. ---- HT. A.F -- "_ O I 12'-0" --------16070 - - - - - - ---------------------------- O 16-0" - T-5" 4'-8" 2'-0" 20'-0" 20'-0" 40'-01, $1" H C O T 0 a BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (JUSPOSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW2BEAM TOGETHER USING WOOD POST OR (2) USPT (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO OOSB BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTA18 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE 3 Y2" x 9 Y4' GLULAM CONNECTION: PROVIDE (2) USP (1.9E I Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO aM4 WOOD POST OR (2) USPTAI8 TO CMU COL, U.N.O. ON ROOF PLAN BM5 3 22 x 11 %"GLULAM (1.9E / Fb=2,400 PSI). CONNECTION: PROVIDE (2} USP MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN eM6 3 Y," x 16" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTAT8 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN BM7 O 5 YY x 16" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO MU COL. U.N.O. ON ROOF PLAN 3 Y"x 14" GLULAM CONNECTION: PROVIDE (2) USP BM8 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. PORCH CEILINGS: FRON'TPORCHES: ALUMINUM SOFFIT MATERIAL REAR PORCHES: TEXTURED PAINTED: 1/2" EXTERIOR GYPSUM SOFFIT BOARD SHALL BE ATTACHED TO ALL FRAMING MEMBERS WITH 2X BLOCKING PROVIDED AT PERIMETER. THE GYPSUM BOARD SHALL BE ATTACHED W/ TYPE "W" 1 1/4 " DRYWALL SCREWS @ 8" O.C. IN FIELD AND EDGES AREA TABULATION A FIRST FLOOR PLAN 1443 SO. FT LIVING TOTAL 1443 SQ. FT GARAGE ENTRY FLOOR PLAN SCALE: 1/4" = V- 0" ireyf3wTIT00 406 sQ. FT. 13'90.FT. 180SQ.FT. WALL TYPES LEGEND MASONRY 8" CMU @ 8'-1 118" A.F.F./ Furring, Insul., and D.W. NOT USED FRAMING Standard 2x4 Framing - Wood or Steel Standard 2x6 Framing - Wood or Steel Interior Bearing Wall I I Insulated Interior Partition BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS UPLIFT MARK -LUMBER SPACING TOP BOTTOM SPECIES CAP. [pill BW4] 16" (2)lad TOENAILS (2)16d TOENAILS SVP NO UPLIFT BW5 R BA W (5) 10d NAILS -STUD; RTSA W/ (5) 10d NAILS -STUD; 16" (6) 10d NAILS - PLATE (4)10d NAILS - PLATE SYP 450 BW6 16" ( (5)10d NAILS -STUD; ffi Bpi nw1 (5)10d NAILS -STUD; SYP am (5)10d NAILS - PLATE (4)10d NAILS - PLATE BW10 12" (2) led TOENAILS (2) 18d TOENAILS SYP NO UPLIFT BW11 12" (6) 10d NAILS -STUD; RTBA W/ (5) 10d NAILS STUD; SYP 600 (5)10d NAILS - PLATE (4)10d NAILS -PLATE BW12 12" (6) 10d NAILS STUD; () R BA W/ (5)10d NAILS -STUD; SYP 12DO (5)10d NAILS - PLATE IA1 Ind NAILS -PLATE DOUBLE 2x HEADER, SEE FLOOR PLAN FOR MIN SIZE. SEE® FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH NO UPLIFT, CONNECTORS INDICATED IN'J' CAN BE IGNORED. T/ WALL PLAN LA SEE PNNII PLAN DOUBLE 2x 1x6 OR 1x8 FUR STRIP TOP PLATE STANDARD HOOKS, SEE MSOS/2.0 FOR MORI 2x STUDS PER INFO PLAN/SCHEDULE ATTACH FUR STRIP TO MASONRY w/(2) ROWS 2x MID -SPAN BLOCKING 0.099" X 1-1/2" CASE W/ (2} 12d TOENAILS 0 HARD NAILS 01Z O.C. EACH END FOR WALLS ATTACH FIRST 2x STUD TALLER THAN &-D" TO FUR STRIP w/(2) ' ROWS 0.0911X 2-114" CONNECTORSTOPAND . CASE HARD NAILS BOTTOM PER 12" O.C. PLAN/SCHEDULE SEE FOUNDATION PLAN FOR MORE INFORMATION 2x P.T, w/ 3/8" dla. x 6" LG. HEAW-DUN SCREW ANCHOR (WEDGE BOLT OR EQUAL) E swy D WHEN DESIGNED w/3" x 1/4" PL. WASHER (TYP.) w/MIN. iS/4 AS A SHEAR WALL 2) 2x EDGE DISTANCE; OR 1/2" A.B. OR 11r A T.R SYP iTO BE USED AT EPDXIED w/ 7" MIN. EMBED. (IF AT STEP, T END OF WALL MIN. EMBED. PAST LOWER SLAB); @ 32' O.C. 6" USP WEDGE EXPANSION ANCHORS TO BE USED IN LIEU OF CASE HARD NAILS SEE NOTE 7 BELOW " BEARING WALL DETAIL GENERAL NOTES MOTIF 1; OPTIONAL CROWN MOLDING TO BE ONL\ IN THE FOLLOWINGS ROOMS: • [-DYER • �3REAT/FAMILY ROOM • DINING ROOM • KITCHENINOOK • MASTER CEILING AND TRAY • FLEX/DEN * AS NOTED IS USED FOR ALL 1H2 SH 25 1/2" x 25" 27 1/4" x 26" 1 H3 SH 25 1/2" x 37 3/8" 27 1/4" x 38 3/8" 1H4SH _ 251/2"x495W 27 1/4"x 50 518" 1H5SH 251/2"x62" 271/4"x63" 23 SH 36" x 37 3/8" 37 3/4" x 38 3/8" 24 SH 36" x 49 518" 37 3/4" x 50 5/8" 25 SH - 36" x 62": 37 3/4" x 63" 33 SH 52" x 37 318" 53 7/8" x 38 3/8" 34 SH 52 x 49 5/8" 53 7/8" x 50 5/8" 35 SH 52" x 62"' 53 7/8" x 63"'' 4030 SH 47 1/2" x 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 1081/4" x 62" 1 10"x 63" 1 H3 FX (PW) 25 1/2" x 37 3/8" 27 1 /4" x 38 3/8" 3010 PW 36" x 11 1/2" 37 3/4" x 12 1/2" 3012 PW 36" x 131/2" 37 3/4" x 14 1/2" 3040 PW 35 3/4" x 47 1/2" 371 /2" x 48 1/2"" 4010 FX 471/2" x 11 1/2" 49 1/4" x 121/2" w/ sill 4040 PW 47 1/2" x 47 1/2" 49 1/4" x 481/2" 40" PW 47 1/2" x 51 1/2" 49 1/4" x 521/2" 3715 FX 36" x 14 1/2" 37 3/4" x 16 1/4" w/o sill WINDOW TYPE SIZE ROUGH OPENING 2020 SH 23 1IT x 23 1/2" 24" x 24" 2024 SH 231 /2" x 271 /2" 24" x 28" 2030 SH 23 1/2" x 35 112" 24" x 36" 2040 SH 23 1/2" x 471 /2" 24" x 48" 2050 SH 23 1/2" x 59 3/4" 24" x 60 1/4" 3030 SH 35 3/4" x 35 1/2" 361/4" x 36" 3040 SH 35 3/4" x 47 1/7' 36 1/4" x 48" 3050 SH 35 3/4" x 59 3/4" 36 1/4" x 60 1/4" 3450 SH 391/2" x 59 3/4" 40" x 60 1/4" 4050 SH 47 1/2" x 59 3/4" 48" x 60 1/4" (2) - 3030 SH 71 5/8' x 35 1/2" 721/8" x 36" (2) - 3050 SH 71 5/8" x 59 3/4" 72 1/8" x 60 1/4" (2) - 2630 SH 59 1/8" x 35 1/2" 29 5/8" x 36" 3010 PW 35 3!4" x 11 1/2" 361/4" x 12" 3012 PW 35 3/4" x 131/2" 361/4" x 14" 3017 PW 35 3/4" x 18 3/4" 36 1/4" x 19" 3060 PW 35 3/4" x 71 1/2" 36 1/4" x 72" 4040 PW 47 t/2" x 47 1/2" 48" x 481 30 -1/2 ROUND 35 3/4" x 17 7/8" 361/4" x 18 3/8" SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW. DOOR SCHEDULE NOTE: ALL SWING DOORS ARE INSWING AND IF YOU NEED OUTSWING (A 3/8") OFF HEIGHT DOOR TYPE SIZE MASONRY OPENIN [I 0 [IN -SWING] 251 /2" x 82" 29" x 83 3/4" GENERAL BEARING WALL NOTES 2-8 [S-8] 331/7'x82" 37"x833/4" (IN -SWING] [8-01 331/2" x 98" 37" x 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 3`6" " lg.gp (IN -SWING] [$-D] ' 47"1a"k 82". 37 1/2" X 9$" 41" x'83 3/4" 41"x 99 3/4" 4. CONTACT E.O.R. IF SP4'S, SPS'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE 3-0 w/ (1) SL [6-81 [IN -SWING] [8-01 51 1/8" x 82" 51 1/8" x 98" 54 5/8" x 83 3/4" 64 518" x 99 3/4" WF06/D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. ALL 2x EXTERIOR WALLS w/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SL (6-8] [IN -SWING] (8-0] 64 1/2" x 82" 64 1/2' x 98" 68 x 83 3/4" 68' X 99 3/4" ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 7. IF THE BEARING WALL IS INDICATED WITH THE BWI, BW4, BW7, BW10. THESE WALLS 609'$GD 7741,40" ,'i -'76,1/2"'X $V3/4"' ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE 6080 SGD 72" x 96" 75 1/2" x 97 3/4" TOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT 8080 SGD 96" x 96" 99 1/2" x 97 3/4" INDICATED IN THE BEARING WALL SCHEDULE. 8. SP1/SP2 DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD IN THE PLATE TO ACHIEVE THE TABLE LOAD, 101=9.148" DIA. X 3' LONG, 9068SGD 106 13/16" x 80" 110 1/4"x 813/4" COLUMN SCHEDULE 9080 SGD 106 13/16" x 96" 110 1/4" x 97 3/4" MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C3 (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT 12080 SGD 141 1/8" x 96" 144 518" x 97 3/4" ® (3) 2 x #2 SYP HTT45 w/ 5/8" ATR & (18) (A) 16d X 1-1/2" NAILS 4160 8'-0" x T-0" GARAGE DOOR 96" x 84" 96" x 84" ATTACH BASE w/ (B) (2) LSTA24 2470 16.0" XT-0'" GARAGE DOOR 192" x 84" 192" x 84" C5 4 x 4 P.T.#2 SYP HTT45 W/ 5/8" ATR & G = 67-76 SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER POST (18)16d NAILS U = 4160 OF FASTENERS PER DOOR. 11 C6 6 x 6 P.T. #2 SYP HTT45 W/ 5/8" ATR & G = 16005 POST (18)16dNAILS U=4160 HEADER SCHEDULE C9 4 x 6 P.T.#2 SYP HTT45 W/ 5/8" ATR & 4160 MARK HEADER SIZE REMARKS POST (18) IOU NAILS 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.) I SCREWS NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEE CONNECTOR & FASTENERS. GENERAL COLUMN NOTES 1. SEE FUR. 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: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7W ATR 4. SEE WOOD CONSTRUCTION NOTE #4 ON SN SHEET FOR CORROSION INFORMATION 160 MPH OPENING PRESSURES C&C LOADING - ENCLOSED - EXPOSURE "C"-2T MEAN ROOF HT. EFFECTIVE WIND INTERIOR WALL ZONES EXTERIOR WALL ZONE (5) (MORE THAN 4-FT. FROM BLDG. AREA (80. FT.) (4-FT. OR CLOSER TO BLDG, CORNE CORNER) 0-19.99 O +36.7 PSF /-39.8 PSF O +36.7 PSF /-49.1 PSF 20.49.99 O +35.0 PSF /-37.1 PSF ® +35.0 PSF !-45.1 PSF 50-99.99 O +32.8PSF/-35.8PSF © +32.8 PSF /-41.1 PSF SOFFITS (END ZONE) + 36.7 PSF / - 49.1 PSF GARAGE DOORS ® + 32.7 PSF / - 36.9 PSF 1 tAa-cno "c oIr SEE NOTE #5 W/ 1/2" FLITCH PLATE (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 _ 3 1/2" X 7 1/4"GLULAM (1.6E/Fb=1,500PSI) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENING 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS _ KINGS A K E G; SIZE EA END EA END EA END EA Et l'-D"-T-11" (1) (2) (1) (2) 4'-0" BUT <9'-0" (2) (3) (2) (2) 1n'-n"-IA, ne "s, u\ /9\ /AN GENERAL HEADER NOTES 1. VERIFP W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPI AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. 3. IF HEttbER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL K/D1. 5. CO EN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 1 Od MMbN NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 6. FA3T4E:�GER. N ALL HEADERS TO KING STUDS W/ (3) 10d TOENAILS PER SIDE. 7. IF HE4F)ER IS NOT SPECIFIED CONTACT E.O.R. ".ttttat¢1;77 D Z 64 TF O" L ;y, a the ah ichiral plane and speala m contallrad within these draxhngs comply w1m the 2020 F da Building Code - ResMerdial7th Edition. Engineer's gneiure and seal is only for the swcwml englneering portions of the drawing pages bearing 00 � o M�5'e N ts LL LL 9 ��°'9LLaa �LLLL3a00 _wq two zoo A fo�rmd�a Z N O Z 3 N W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q N W (Oj U0 c) M L o � J i LL m in @ W M M °) O E E ZT c nLL v ci m a Reference No. 21-11716 Sheet: A' ELEVATION NOTES r 00 :x T.O.M. -- 1 WDW.HDR. [A DMF ON BLOCK �_„ FIN. FLR. 12 4� 4" ETCHED BAND 6" ETCHED BAND STRUCK BLOCK 12 �4 ETCHED BAND 6"ETCHED BAND 12 �4 - - - - - - - - - - - - - - - - - ---- - - - - - - 6" ETCHED BAND i PREWIRE JIM FRONT ELEVATION C(`.AI F- 1/4" _ 1'_ n" ra "ION I. _ 11_ nn 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) .hall 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 BASED ON THE FOLLOWING VALUES'" • RIDGEVENTS - 15SQ.IN.OFNEr FREEAREA/LINEARFT. • OFF-RIDGEVENTS- 140 SO. IN. OF NET FREE AREA/UNIT • SOFFIT VENTS - M3 $O. IN. OF NET FREE AREA/ SQ. FT. 1/150 Rule 1/300 Rule ATTIC IN. of SQ. FT. of LF of SO. IN. of SQ. FT. of SO. IN. of ventllatidn to SPACE ventilation verMlatlan vented venmd soffit venHlatlon vented be provided required Provided required by upper needed � venUlemrs FIRST FLOOR PUN 1880 1804.8 80.9 200 902.4 20.2 451.2 VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (1st Floor) 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations ,�y1 a1:Sildg If . IN F 4 'Yn'1:i SY 5ai * 1' Building Coda- ature and seal leanly for a drawing pages bearing F E ^� '� �n r'aLLna W j LL LL K O 5 o m O CP N n 2 7 a HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q a) W LO O O M m V �✓ CO _1'j Y I L m W O M} (n ^� O O Q C d LL 1= Y LL E It ZT' O d r- d ° am LL c a 9 a ELEVATIONS VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (1st Floor) 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations ;4 0 ELEVATION NOTES EAVE AND GABLE OVERHANG 12"ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) Coastal Fleshings: 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 sefected for compatibility with adjacent wood preservatives per the manufacturor's recommendations. 41 Q4 :ltaos�una,7 iJ yISU T.O.M. k ______ _____ WDW.HDR. M,r_ E?.i, P•` -,ti ______ ________ ____ ______ • i �a IA1. 9i;I'ili r 00 00 i f0 STRUCK BLOCK FIN. FLR, the the besta( Engineers knowledge, iMamationand beast, — — - the structural plans and specifications contained within these drawings comply with the 2020 Fbdda Building Code- . Residential 7th Edition. Engineers signature and seal is only for "CALCULATIONS BASED ON THE FOLLOWING VALUES" the strudurel engineering portions of the drawing pages bearing • RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA l LINEAR FT. Engineers signature and seal. • OFF-RIDGEVENTS- 140 SQ. IN. OF NET FREE AREA/UNIT • SOFFIT VENTS - 22.3 SO. IN. OF NET FREE AREA/ SO. FT. 1/150 Rule 1/300 Rule t E01 m ATrIC SO. FT, of SO. FT. of SQ. IN, of t ';� SPACE SQ. IN. of vented LF of SQ. IN. of vented ventilation to r h ventilatlon vaned sofal ventllellon be provided w required sof5t Provided required soMtt by upper r- v3 LL a o_ needed needed vernllators "' 3 a rn ore FIRST FLOOR PLAN 1880 1804.8 80.9 200 902.4 20.2 451.2 n - a " 3 o 0 O FO N N Z U J N Q REAR ELEVATION SCALE: 1/4" = 1'- 0" r N O N O r 00 r N O N O r 00 `1 c i f 1 401011 D1 c`ri 1`�i n n n n n n n n n n n n n e•2 �- GQ- ,Q J14 --L. J1 h I J3 I: - J34 0 o [ J I' ( I I 1 I J54 15 HGR4407 - 3 PLY :I 15 55 55 ( I H4409 I H4411 y iA W CL \Q I O iv H4413 � F I. 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H4417 0 7W y.A 00 \Q O ( I „ v ; ; H4413 H4411 I. 4 " w 6.. 26 H4409 15ZA HGR71 0 I' - > >-- r- 7 --- - -----------� CV J5 a r HGR70 \e y,A J3 0- 54 00 vil _N34 - J1�a --- - --- - 34Sn-- I I 14 ­> -s to -7 � � 1n-1, It J1oll - --- --- --- -- - -- - - --- --- --- - o 1'-01, r GQ� M to n n n n 00 C 151411 4' Q„ 20r ON PROR(E M I ID SPPN TRi1587YPE PITCH LOH ROH LG4NI RCANT REACTIONS M2 mil 2 H4409 0"H4409CABO 001008 &to# W"00410W 360.3Its. 1367.31Ls. 1061.1 bs.-1061.2lbs. oim2 Joint) 2 H4411 G" H4411 4.WW 91M 001088 WWW 0000W 3s03I1s. 1048.61bs.-1048.618s, 1360.3IEe. dm2 Jdm8 2 H4413 ARM P4413 4.0000 0010W OD 1008 "M W4gW 3W.3ILa 103361be 1.10336h. 13W3Its. m2 dd8 2 HIA15 46" WA15 4.0000 O010W 91048 O(L" 00WW 360.3 ba 1016.1 Its 13W.3 be. .10161 bs. 2 Antil 2 H4417 40WW W17 4.W00 OMI)a O010W 011-" WWW 1360.3 its. .1 Ilk 1360.3AN. A96.11bs 0282 Jdm11 2 WA19 40WW H4419 4.000000.1008 00.1006 0041N0 IX." 1300.311m. 973.5Ila 1360.31tu. 9715Its. mi J0mt4 ® 1 HGRIO 20" HGR70 ANSI O0" 0010,M W" W4Da 1340.61t4. 10519Its, 13827Its, -11297 its, JOW 2 Jdm9 1 NGR71 40W40 HGR71 4.00 0010418 00-10*8 00" W-%W 1141.3Ib. 497011a .Orbs. F43.5Ite. M2 Jdm1s 1 HOR4407 40" HGR4407 49W0 00-1008 0010A OD-" WWW 2923.7 be 2923.711e. 2351.1 to. -2J51.1 Its. dA2 J0M3 10 J14 01-0OW J14 4.00W 00.1008 00-00W 6600W W-06W A711s. 10.51ts 132.3la, 143bs. 9 J34 I*"J344.0000*1098 W"WW-00 OPWW 31 432bs. Jdm3 557IIs. 148,E In. -7281ta Jdm2 1 J348 03d0410 J34S 400W 000000 WW00 O0W-00 WWW b. -76.458.5 -70.4 bs. J08A3 9 J% OSOOW JM 4.W00 W-1008 00410.W W-00W 00-0000WAlta.JX3bs.Jdm2 r1ba. 1 J51S OS-0000 J51S 4.OW0 W4g00 OO-0OW 00W-00 OOWW 101.11[a-136.511s. oM2 JaN4 23 J74 07-00W J74 4.WW 0010W OW OW W"W01F00 .5 is. 2289lbx 29.811e. 59.91ts J*12 2 J/4P 07{4W J74P 4.OW0 00.1008 W00W ObWW W0690 61 .6bs, 7SIls. 17M4 -28.71bs. -28. b11 AMA 5 JGR74 0909W JGR74 2.8300 M-02.14 60WW W"WOOW 21 .1 b4. LWbs. 82.5Ita 401 At2 Jdm 10 3 T44 40" TM AM SIM W-1008 00e0W 000N0 1360.3Is. 1.49a. 13W.3 be. 561.411m. l�G�ll 1 Vol 01-0914 Vol 4.0000 W-0090 WW00 "aWOPW aM1 't hills. bs. JaM2 21.71Lbs d3.81bs. m1 11011113 1 YOZ 030014 VW 4.00W W00W WWW 00W-00 WWW .31ta 92.31bs. b2116s. osA 1 f_� 1 VWOS-0914 VW 4.W00 W"O0W00 00-"WWW 58.3 bs. 3 151, 158be. be. bs. 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 Z-O" 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. FLOOR TRUSS DRAFTSTOPPING R302.12 - CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT SPACE DOES NOT EXCEED 1000 SQ, FT. USING 7/16" OSB PLYWOOD, LOCATED BETWEEN THE CONCEALED FLOOR SPACES. DRAFTSTOPPING DETAIL R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2-INCH (12.7MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE BENEATH ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH (12.7MM) GYPSUM BOARD OR EQUIVALENT. 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] ENGINE I B AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF 25 ftNTS WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:12] [12:12j (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft l,a Da AREA ROOF 1 2e 2n 2r 3 3e 3r l,a HIP -49.98 -68.93 -68.93 -68.93 GABLE -49.95 1 -49.95 1 -79.64 1 -79.64 1 -79.64 1 -102.64 --c-----7--/% I \♦ 10 i I 10 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 11 \\ ZONE 1: AST"M F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I i I \\ i ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j Q SHINGLE: 19132" STRUCT 1 ZIP ROOF SYSTEM I 1 I 16 Ila I I TILE: 19/32" STRUCT 1 ZIP ROOF SYSTEM I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I 6 13r a'! 6 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED ID,aaL WITH ASTM F1667 RSRS-03 10d (21h" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILSAara# eft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. USP HARDWARE -160% 2019 59TH EDITION CATALOG MARK PRODUCT CODE# RE# F. FASTENERS UPLIFTS ROOF 15"" ---I6d NAILS - 2 TOP CHORD NAILS / 2 BOTTOM CHORD NAILS 6" LONG TRUSS FMFF008SO= FASTEN MASTER 690 SCREW SIMPSON STRONGNG DRIVE 815 16 15600 HUS 26 HUS26 III) 16d TRUSSER 1840 2766 i (6)led HUB 28 HUS28 (22) (8)16d led HEADER TRUSS 2410 4035 2 JUS 26 LUS26 (4) IN HEADER led TRUSS 840 880 3 (4) MP6F LTP6 (6)/(6) N TYPE1 RIM BOARD/ 595 596 q PLATE MPAl A35 I6) so STUD TO PLATE 625 625 6 (6) Btl RAFTER TO PLATE SKH 26 UR SURIL26 (6)16d (8)10d HEADER X 1 112" JACK 1135 890 6 SKHH 26 UR .__ (18) (12)10d led HEADER X 1 112" JACK 795 1796 7 SUH 26 U26 (6) IN HEADER 756 1000 g 11) IN X 1112" JACK SUH 28 '--' (8)led HEADER 875 1336 9 (6) led X 1 1/2" JACK THD 26 HTU26 (18) (12) led HEADER IN X 1 112" TRUSS 2265 moo 70 THD 28 HTU28 (28)16d HEADER (16) IN X 1112" TRUSS 2316 4200 11 THD 20-2 HTU28-2 (28)16d HEADER IN X 1112" TRUSS 2695 4880 12 (16) THDH 28.3 HGUS28-3 (36) IN HEADER (12) 1N X 1 1/T' TRUSS 4 445 8176 13 THD 48 HXUS48 (28) IN HEADER IN X I IIZ' TRUSS 2595 4860 14 (16) HJC26 THJU26 (5) IN HIP 116116d HEADER 2346 3055 15 (7) IN JACK (2) MTW 12 (2)MTS12 (14) IN OR 1N 1112" 2370 16 518" ANCHOR BOLT 12" (2) MUST 15 (2) MGT EMBEDDED 8990 17 (28) IN 1 112" GIRDER EACH (2) RT 18.2 (2) H10-2 (11P PLATE 8) ad 1112" TRUSS 2120 8 (2)MSTA 24 (2) (18)10d 1(18)IN 3280 19 MSTA24 RTBA HB (6) IN X 1 112" TRUSS 780 20 (5) IN X 1 112" PLATE C 44 BC4 6) IN POST 841 21 (6) IN X 1 112" BEAM FA3 MAS III)1N X 1112" TOP 1410 22 (2) IN 1112" SIDE HC520 CLIP GBC (6)ad STUDTE 615 23 HHCP2 CORNER CLIP HCP2 (10) IN X 1112" TRUSS (10) IN X 1 1/2" PLATE 680 24 HTA 20 HETA20 (9) IN X 1 112" 1870 26 (2)HTA 20 (18)IN X 1112" 2"0 26 HE(2) HTW24 HTS24 (20), IN 1366 27 1 HJC26-SK60 LTHJA26' THJA26, (i6)1NHEADER (5)10DHIP 23" 3066 20 THJU26 (7)1NJACK THD 210-2 HHUS210- 2, (38) IN HEADER 3905 6600 29 HTU210.2 (20) IN X 1 112' TRUSS KST 237 MST37 (48) led 5140 30 LPTA LTA2 (10) IN X 1 1/2" 1470 31 FACE OF GABLE W/2X4 LSTA 36 LSTA36 (22) 10U X 11/2" 160 32 LTW 12 LTS12 (12)10tl 780 33 LT320B LTT20B 3I4" ANCHOR WEDGE BOLT 3 1100 34 EMBED (10) 10d X 1 112" STRAP LBP 12-TZ LBPI/a IIT' J-SOLT NIA 36 LFTA 8 H6 I8) Btl PLATE Btl STUD 980 38 (8) MSTA 12 MSTA12 (10)10d 935 37 MSTA 18 MSTA18 (14)10d 1310 38 MSTA24 MSTA24 (18) IN ISO S9 MSTA 30 MSTA30 (22)10d 2065 40 MTW 12 MTS12 (14)10d 1186 41 MTW 18 MTS1d (14) IN 1185 42 FRAME. (2) 518" BOLTS, (8) IN HUGT2 HGT-2 BLOCK-(2) 3W' BOLTS, 8575 12"EMBEDDMENT EXPO%V (8) 43 10d (28) too (1) 518" ANC BOLT 12" EMBEDDED "WHEN MUGT16 MGT NEEDED ADD PHD2(10) WS3 4495 SCREWS & (1) 618" THREADED 40 ROD 46 NP3731I8"X7" TP37 (6)IN HEADER (6) IN X 1112" TOP OF BOT. SEC. NA PA 28 PA28 (15) i6tl 3700 46 JL281F-TZ ---- (8)16d HEADER 730 1215 qq (4) IN X 1 112" TRUSS RT i6A H1 DA, (8) Bd TOP PLATE 1020 48 M14 (9) IN X 11I2" TRUSS RT 16-2 H10.2 (8) ad TOP PLATE 1060 49 (8) IN X 1 112" TRUSS FIT CLIP LIR HIS (4) 8d TOP PLATE TRUSS 380 50 (4)8d RT 3A CLIP UR H3, S1113 1(4) 8d TOP (4) ad BOTTOM 345 61 TA 12 META12 (5) IN X 1112" am 52 TA 14 META12 (7) IN X 1 112" 1205 53 (e) 10d X 1112" 1205 54 TA 10 META18 l4) 10tl X 1 i2" 780 (2) TA 18 (2) (8) 10d X 1112" 1-PLY 2410 56 META18 (8)10d X 1 1/2" 2-PLY TA 24 META24 (8) IN X 1 112' 1205 68 (2) TA 24 (2) (8) IN X 1 112" I -PLY 2410 57 META24 (8) 10d X 1 1/2" 2-PLY HDU2SDS 518"X8"BOLT 6 6/8" EMBEDDED 3216 SA PH02A 2.5 EPDXY (6) Was WOOD SCREWS THDH614 HGU (66)1N HEADER, (22) led TRUSS 6306 11325 59 a5.601 HUS1.8111 (30) IN HEADER (10) IN TRUSS 4110 6060 60 HUS179 e (22) IN X 1112" HEADER 1276 3365 6't THF17157 IUS1.81/16 (6) led X 11I2"JOIST (2) HTW 24 (2)HTS24 (24) IN X 1 112" OR 1(20) 2730 92 IN THDH 014 HGUS414 (16)led POST 5305 11325 63 (88) i6tl TRUSS HGA 10KT HGAtOKT (4) WS16 RAFTERITRUSS 790 64 (4) WS3 PLATE (14)IN STUDS (2)IN PLATE 2280 86 LUGT2 LGT2 116)IN TRUSS (2) LUGT 2 (2) LGT2 (14) IN STUDS (2) IN PLATE 4620 68 led TRUSS (2)MTW 24C (2) (14)IN OR (14) IN X 1112" 2310 07 MTS24C THD 26.2 HHUS26-2, (18) IN HEADER 2340 3126 a6 HTU26-2 (12)led TRUSS (26) led or (26)16d STRAP HTT45 HTTS 518" X6" THREADED ROD 6006 69 EPDXYED I2"EMBEDMENT (2) RT 5 CLIP UR (2) H5 d TOP ATE (a) gd 760 7; TRUSS BLOCK-(2) 314" THREADED ROD FRAMING PLAN HUGT] HGT-3 EPDXIED WITH 12" EMBEDMENT 9860 7 GIRDER - SPIN SP2 (6)IN STUD 1090 SCALE: 1/4" = 1'- 0" z (6)IN PLATE II,� L.O 3 T0AJ'° N C 9 v, No 71- 87864 'yy •• STAT OF t`W r A� E�� O the structural plans and specifimbons contained within these drawings comply with the 2020 Flodda Building Code - Residential An Edition. Engineer's signature end seal is on for the structural engineering portions of the dmvAng pages beadng Engineers signature and seal. f/ $Eom ohm O O N a rnMM aww V JLLLL 0 3 O O °zo ,9 m J ILW m N o d N O Z zyr N U J W °oOO❑ W 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L Q LU �rNIn JWLL lc� In ((a\'/ CO) p 6) IC O - r E Z ram- mnL0 6LL E U 0. 9 ­j 4 11 1 Reference No. 21-11711 Sheet: 6 . 0 FRAMING PLAN STANDARD KITCHEN q ih i , C? 60d U U AI STANDARD KITCHEN r 0 2 ses- ® •- m J U m OPT. ASHER DRYER I 4(t� KITCHEN ISLAND Q Q Q 4 MASTER BATH MASTER BATH LAUNDRY RM. BATH 2 l5df s --� FLASH BAR TOP 241 e --------------------------------------- ' $ ; DISHIV 0 Bpi TU ,24 -7} �} �. P t_..._.. __ ..� I ,S`T'D KITCHEN 36" UPPERS v y4 v f B36 1 TD BUTT 2D jJyYyy s- S'. L� is C) O N 0 T 0 i� Ili �4 OIL see r� k r Y M1•a I i � � ■� • II� II, , I Amin It. I� � STANDARD KITCHEN PLAN SCALE: 1/4" = 1'- 0" a II PL07'p lR g Np 87864 o S F OF 1211 ¢ ,1gl!!O 7 A+III% the seuclural plans and specific drewings canpty with the 2020 Residential 7th Edition. Engine the structural engineering portic xuahined within these Building Code - aWre and seal Is only for W N HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q W a� U M m �A L x m M OLL z r m r LL. T— U— cc IL Q a INTERIOR ELEV 11 tllll IIIIIIIIINI COND. P A/C W DISCONN. NOOK /r GREAT ROOM MASTER BEDROOM J � P OVIDE / BRACING FOR F STD. / FAN / / T-6" PROVIDE PROVIDE BRACING FOR BRACING FOR FAN n ` FAN T. . r..... \ GFI — — — — — — — — — — — FI l w o '5F 1 DW� ' c L --- J SINK I // 1 O � KITCHEN � 1 3' 6e 7'-0" C SD _ REF. S 3FI �`--`0»C° .. OPT. - o ...:.. LLD \ I@ ° W. D. \ I `I LAUNDRY F' \' I BEDROOM 2 ;, I BATH x OF K .......... HOWER I ; 1 I W.I.c. ppqq PROVIDE BRACING FOR \ I FAN GFI G l H @42" _ — — — — — — — — — a l I— n A/C DISCONN. @ 42„ 7 W.H. wc_.) :2 ° MD P.C. IN ATTIC H.e FOT L =------J \ 2 CAR GARAGE qf / \ OPTIONAL KEYLESS a GAR. DR. OPENER GFI \ 1 ' \ @42" # I PROVIDE I \ GFCI BRACING FOR FAN I ` GAR. DR P.W. D r----------- --------------- BEDROOM 3 i ENTIRY( i / P ® I O ELE�L PAN I I I I I I I ----------- ------------------- ---------- ------------------ STD. C.L. \ `� i STD. C.L. PREWIRE �"' — ` — _ _..- ..-- ...- �' PREWIRE N C.J O T R61 METER A. Y-6" T-O" 4 O � a PANEL FIN. FLR. ePANEL WALL DETAIL SCALE: 1 /4" = 1'- 0" ELECTRICAL PLAN SCALE: 1/4" = 1'- 0" ELECTRICAL LEGEND POWER SYMBOLS 110-115 RECEPTACLE WP WEATHER PROOF 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 (� MOTOR 0 CARBON MONOXIDE DETECTOR O BATH FAN O COMBINATION SMOKE AND ® BATH FAN AND LIGHT COMBINATION CWSD CARBON MONOXIDE DETECTOR ISO ISOLATED CIRCUIT SINGLE POLE SWITCH # 1413 WIRE SWITCH 3 THREE WAY SWITCH OPTIONAL CEILING FAN PREWIRE ®I SPECIAL PURPOSE (/ J OPTIONAL LIGHT PRE -WIRE DISCONNECT G! v STANDARD CEILING FAN PREWIRE .�� ELECTRIC PANEL STANDARD LIGHT PRE -WIRE METER BASE LIGHTING SYMBOLS CEILING MINT LIGHT FIXTURE T FLOUR. SINGLE BULB WALL MINT LIGHT FIXTURE V FLOUR. SINGLE BULB (� WALL WASH FIXTURE 4' FLOUR. DOUBLE BULB LED LIGHT L � N 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 Q THERMOSTAT ©H DOORCHIME ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE 150 = N1 Copper or 210 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. OR 200 AMP SERVICE A/C DISCONNECT METER MAIN DISC. COPPER TO APPLIANCES AND GFI 150 OR 200 AMP COPPER TO LIGHTS AND OUTLETS UNDGND SERV. COPPER TO WATER HEATER BY POWER CO: COPPER TO RANGE COPPER TO HVAC TYPICAL ELECTRICAL PANEL N.T.S. -�/-�I q4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER NFPA 70 (CURRENT EDITION) NOTE: \` INTERSYSTEM BONDING TERMINATION PER NFPA 70 (CURRENT EDITION) ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 (CURRENT EDITION), LOCAL CODES AND LOCAL 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 elecli is code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 (CURRENT EDITION). 7. Provide Tamper Resistant Receptacles as required by the NFPA 70 (CURRENT EDITION) 8. R315.1 Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSPUL 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 permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 96" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored! battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a baffler complying with R4501.17.1.1 through R4501.17.1.14 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the rerpairement for an outlet every 24". The width of the sink or range is not to be included in the spa,,ing of the outlets unless the distance from the sink or range is greater than 12" for straight C.lanter tons and 18" for sinks and ranoes installed in comer counters. stuftural plans and specasetions wntained wbin them elngs wmply with the 2020 Florida Building Code. Ide ntal7th Edition. Engineefs signature and seal is only for structural engineering portions of the dravring pages bearing lineefs signature and m i. W �Q o p$$p [riff.-`rL aW, ga '2 J LL LL Ls YN�rn�d�k o N O MZ " N 3. 13 o(3OO❑ W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 f In LO U O M -0 0) M L N o N J —= LL a m U) 6 C0 1r CM (0 EL 4 O E 14- � C:) 1_ 0- E ZT r m r\ LL gLL L) a < i, ' a ♦ ELECTRICAL MI TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA SECTION R318 PROTECTION AGAINST TERMITES CAST IN PLACE REINFORCED CONCRETE CODE CRITERIA GYPSUM BOARD GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE 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 FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL • ( ) PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% SHOULD BE TYPE"W' 1 1/4" DRYWALL SCREWS @ 12" O.C. FOR CEILING AND 1 1/8" DRYWALL SCREWS @ 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER . FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING FOR WALLS SHALL BE 16" O.C. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION 2020 RESIDENTIAL ( ) 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 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A ALONG SUPPORTS. MAXIMUM SCREW SPACING FOR CEILINGS SHALL BE 12" O.C. ALONG 25" LAP PROVIDED EA. WAY. SUPPORTS. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/811. THIS SHALL APPLY . 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 NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC. SHALL BE OF A TOLERANCE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT . SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD. ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - (ACI 530-13) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS BACKING. SPECIFICATION FOR 2018 EDITION FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615, ASTM A706, OR ASTM A996 GRADE 40 • NATIONAL DESIGN WOOD CONSTRUCTION - 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 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 BORATE 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 • APA PLYWOOD DESIGN SPECIFICATION E30-16 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED 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 OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 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 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 c CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P S I ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE "I F303.4 THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 4. LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. MASONRY 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. I WEBMORDANCEWITHEMBERS ARE T SHOWN,LLBEDESIGNEDBYTHETRUSSMANUFACTURER NOTICE TO BUILDER AND ALL SUBCONTRACTORS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. THE FRAMIUT NG 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 fm = 2000 PSI ) PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. It is the intent of the Engineer listed in the titleblock of these documents that these documents be accurate, 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14a. 7. 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 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL and all subcontractors are required to review all the information contained in these documents, prior to the 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, commencement of any work. The Engineer are not responsible for any plan errors, omissions, or misinterpretations 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 in accordance the 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 documents. Any questions regarding the information found in these plans should be THE CELLS FILLED WITH COARSE GROUT. SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. reimbursement by the the Engineer without advanced notification and approval by the Engineer. Payments will be 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 112" POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL CLEARANCE TO INSIDE FACE. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. c Da=l&l17n0f`1Kln Q71=1 c1461 I PIP I APPFn PFP nFTAli hACnr/9 n I INI F.,,ri nTHFPWIRF NOTFn 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. ,n,n r I n=KFIKInC 9 FnP bAIRRFn \/FPT nOWFI s_ DRII I A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS ANU NU UUNULIN I KA I tU UMI I I tU KtCAK ANU Iles 1 ALL A oc LUNU BD Dr M IN I v I nD DrvA r FI�U rl�. w� n I Vsv LOADS FOR (7) DAYS. PER CODE ACI 318-11. PART EMBEDMENT EPDXY (USP HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED L 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. WOOD CONSTRUCTION 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) USP 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 WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS x 1 /�n NAILS TO TRUSS FOR UPLIFTS LESS THAN 1225 LBS (USE (2) HTWM16 FOR UPLIFTS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL STRUCTURAL FRAMING MEMBERS HGAMIOKT W/ (4) 1/4 " x 1 '/2 " WS15 WOOD SCREWS AND (4) 1/4 "x 1 % WEDGE -BOLTS ONE SHALL BE S P F #2 EACH SIDE OF TRUSS. 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 D 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 0 e�tailrt a O TOr� i j i'i fa O' To the bestuf the Englnee's knowledge, intimation and belief, the sWduial plans and specifications contained within these dr&Mngs comply with the 2020 Fbdde Building Code - Residendal 7th Edition. Engineer's slgnaWre and seal is only for n,aa -M ml anninaaMn nnranna of Ma dmWna r,eaes beedrra GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) F a E m a o yco Sir lu F a E m a o yco Sir lu ytlotl qN OQ,�LLLL SPECIAL FLOOR LOADING GAME ROOM / READING ROOMS 60((PSF COMMENTS: BALCONIES/ DECKS 40 PSF d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT LIGHT STORAGE 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 50(PSF) N � l o r N6N(�J M Z 3 9 �U❑❑❑ _ W 4 n , N 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT THE FOR S CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE BY OTHERS. FOR SUBSTITUTION. DEFLECTION CRITERIA N RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED 5. IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD n 1 N P "' 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF CONNECTION, CONTRACTOR MAY INSTALL USP HTT5 W/ (28) 16d x 2'/2 " NAILS AND 5/8" THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS, ALL HOLES OVER 1" IN DIA. MIN 3" EDGE ROOF TRUSSES* ROOF RAFTERS LL/240 LL/180 TU180 TU120 COMMENTS: a - LL. ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., STUD ROOF RAFTERS (W/O CLG LU360 TU240 U 1 DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB LOCATIONS. FLOOR TRUSSES/ BEAMS * LU360 TL/240 re U.N.O. 6. MISSED ROOF TIE DOWNS MAY BE SUBSTITUTED WITH (1) USP RT16A W/ (8) 8d x 1 Y2" NAILS 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO AND 3/16" DIA. X 1 %/ TAPCONS FOR UPLIFTS LESS THAN 1380#. FLOOR I -JOIST*** LU480 TU240 `/ to ass *TL THE TYPE OF WOOD (4) MAX 1 1/4" UP TO 40FT SPAN STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY **TL MAX 3/4" i TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR *** TL MAX 1/2" EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS MAW E 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: 7/16" 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 7/16" HEAD, OR 1 1/2" LONG, 16 GAUGE STAPLES SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED STRUCTURAL STEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE ASTM A325N U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE WIND LOADING CRITERIA 160C WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY C 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. C 7 2 vs e a 0 0 m N W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 a I N W n O � O Ch M (� L N o J m nLL @ N M (D °' O REINFORCEMENT FABRICATION FOR REVIEW AND APPROVAL LL E 11 zT T "�'� UPLIFT CONNECTORS a `" a 0 U a Q 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS Reference No. 21-1 1716 Sheet: ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. - f PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS. SEE STRUCTURAL PLANS FOR MORE INFO. STRUCT NOTES CD N c� N 00 Y } 0 coQ WALL SE9TION KEY NOTES 8" CONC. LINTEL BLOCK CONTRACTOR NOTE: (1) #5 REBAR, CONT. 1. MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN. FOR INSTALLATION SIZES OF B 2. 8" CONCRETE BLOCK WALL. SLIDING DOOR UP TO 8'-0" X 8" CONC. LINTEL BLOCK wl HIGH STRENGTH V-8" TO 8'-0" X 8'-0" MAX. (1) #5 REBAR, CONT. PRECAST RECESSED D1 8" CONC. LINTEL 3. (1) #5 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, (AS PER TEST #96-0608.20) LINTEL, SEE FLOOR BLOCK w/ (1) #5 CONT. FROM FOOTING TO BOND BEAM w/ 25" LAP SPLICE. REBAR, CONT. 4. SLAB. CONCRETE HIGH STRENGTH PRECAST PLAN FOR LOCATION , LINTEL, SEE FLOOR PLAN OF FILLED LINTELS. FOR LOCATION OF FILLED HIGH STRENGTH 5. WOOD BASE tv LINTELS. PRECAST LINTEL, �.p 6. 1/2" DRYWALL ON 3/4" P.T. FURRING @ 24" O.C. w/ INSULATION PER FBC SEE FLOOR PLAN $'^� 15 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. FOR LOCATION OF FILLED LINTELS. 8 -- 7. SILL SEAL OR SELF -NAILING PLATES. P.T. DOOR BOCK ; 7 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION PER 1 11 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION w/ .. I I ---- - OPEN BAFFLE @ A/C SPACE LOCATIONS. 2x8 P.T. DOOR BUCK O a I 1x4 P.T. 4 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ LL 11 WINDOW 17 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWING .. O Z Z w i i BUCK J 10 LOCATIONS, THE MALE & FEMALE LAP AND CENTER FLUTE. SUBSTRATE W = H a E `O O I I 13 D ATTACHMENT: J-CHANNEL: WOOD -ATTACH w/ 1/4" X 3/4" LEG STAPLE N iv a co D1 00 Dl I I U PRECAST LINTEL, I -_-- J 9a DIAMOND PATTERN @ 12" O.C. O w LL VERT. 0 SEE PLAN 40 9a. VENTED SOFFIT AND F-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA wl SEE STRUCTURAL NOTES AND (4) 12d NAIL a d I I MULLION 3 16 1/4" CROWN X 3/4" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; It I I AS REQ'D. o F-CHANNEL; WOOD - ATTACH w/ 1/4" CROWN X 3/4" LEG STAPLE IN NAILING SCHEDULE FOR EA. END ~ I 1 z O DIAMOND PATTERN @ 24" O.C. MASONRY -ATTACH w/ 14ga. 5/8" T-NAIL SHEATHING DETAILS RECESS IN SLAB ET I I q W/ 3/8" DIAMETER HEAD @ 8" O.C. iv SEE WINDOW SCHEDULE w > @ DOOR CLU B. ROOF w 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU 'Ile/; / 11 w FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. D1 w 11. METAL DRIP EDGE. SEE DOOR i I 12. 112" CEILING BOARD wl INSULATION PER FBC AND ENERGY FORM SCHEDULE 1 1 SUBMITTED WITH PERMIT APPLICATION AS REQUIRED. o 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. a �zbuaLtp i1T7� 2X4 SPF BLOCKINGZ2X4 / / SEE DOOR SCHEDULE PRECAST SILL " `�t� �r @ 48" O.C. MAX-w/4'-0" // j 14. 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. • • 7/; EACH END NAILS ON CENTER��/ G SLIDING GLASS DOOR ELEVATION D STANDARD DOOR ELEVATION A WINDOW -STANDARD-BLK 15.ROOFASSEMBLY: 40 2 • UNDERLAYMENT SHALL CONFORM WITH R905.1.1 AND PER TABLE dT b • ', >;c SCALE: N.T.S. R905.1.1,1. .T. SCALE: N.T.S. 16 SCALE: NS. - 1ST FLOOR SLAB FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 - - /VINTERIOR ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8" HEAD ROOFING THROUGH NAILPER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES ORSLOPE 1/8:12 1 I FOLLOW MANUFACTURER INSTRUCTIONS FOR PRODUCT. --METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30' "ALLOWABLECONTINUOUSFILLER,UPTO 8"CONC.BLOCK iXP.T.FURRING - --o'-'--a---a-- aa IF/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 1 8" CONC. LINTEL BLOCKw/ ° �I +16.8/-73.2 VERT. REINFORCEMENT, SEE (1) #5 REBAR, CONT. 1 �� 1FOUNDATION PLAN FOR LOCATION I160/C ZONE 1, 2e = +23.5/-55.2, ZONE 2n, 2r, 3e = +23.5/-88.0, ZONE 3e_I To the best of the Englneesknowledge, infonwilon and baref, _I1/2" DRYWALL (DOTTED) +23.5/-102.71/2"DRYWALL(DOTTED) thesWclurelpeensends radanscontainedwlthlnthese8" CONC. BLOCK 26GA. GALV. STEEL 4x4 L FLASHING drawingscomplywiththe202DRoddeBuildingCode- HIGH STRENGTH PRECAST LINTEL, I Residential 7th Edition. Engineers signature and seal is only for 1X P.T. FURRING IUNDERLAYMENT SHALL BE PER FBC R905.1.t OVER SHEATHING. SEE the structural engineering portions ofNedraMngpagesbearing VERT. REINFORCEMENT, SEE SEE FLOOR PLAN FOR LOCATION EnglneWs signature end eeel. AM10 @ 4'-0" I OF FILLED LINTELS. 1 I MANUFACTURER INSTALLATION INSTRUCTIONS.FOUNDATION PLAN FOR LOCATION DOOR FRAME AND TRIM (DOTTED) I1/2° GAP USP TA18 @ Qa 1X P.T. FURRING I I ROOF SHEATHING AND NAILING PER SPECIFICATION IN ENGINEERED yJ. 1/2" DRYWALL (DOTTED) --�1 2X4 P.T. #2 DOOR BUCK, ALIGN WITH -- ------ IROOF SHEATHING & NAILING DETAIL(RSH) ON FRAMING PLAN FOR W gEXTERIOR 1X P.T. FURRING INSIDE FACE OF BLOCK, ATTACH w/ 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF EACH ROOFING MATERIAL AND ZONE 22x8 P.T. #2 SYP DOOR BUCK, ALIGN 3/16" X 3" TAPCONS @ 16" O.C. AND BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTENWITH INSIDE FACE OF BLOCK, ATTACH 6" FROM EA. END WINDOW WITH 3/16" X 2 1/4" TAPCON THRU WINDOW FRAME 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS.#INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW A. FOUNDATION 17. 7/16" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO r'NN ..U. SEE wl (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. PLAN FOR REINF. SIDES, SEE ELEVATION FOR LOCATION. re LL " a 3 INSTALLATION w/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE ,". o _ o 0 SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF aT °' �/ t m o K O M NON-BRG. EXT. CMU WALL H SLIDING GLASS BUCK DETAIL E 2X DOOR BUCK DETAIL B WINDOW✓ HEAD -STANDARD-BLK ONE STOR i WALL INTO OS 16"O.C.;ATTACHJ-CHANNELw/3/8"x5/8"STAPLE@24"O.C. INTO OSB SUBSTRATE. '-{ a"8y rn rn rn a G SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 18. ALL ROOF TRUSSES SHALL BE FASTENED TO WALL TOP PLATE W/ (1) k k, s n,Mz SCALE: N.T.S 2 SECTION - PORCH FASTEN MASTER FRAMEFAST FMFF006 TRUSS SCREW INSTALLED PER _ cat ❑ ❑ ❑ SCALE: N.T.S MANUFACTURER RECOMMENDATIONS w/(2) 10d TOENAILS U.N.O. ON - W PLANS. UPLIFT CAPACITY = 690#. WHEN UPLIFT EXCEEDS THIS UP TO 1000#, SEE PLAN FOR CONNECTORS REQUIRED ABOVE 1000# UPLIFT. 7 5/9' BLOCK WALL WALL TH CKNESS -I 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS@ 4" O.C. MAX. 8" CONC. BLOCK ASSEMBLY 8" CONC. BLOCK 1 21. PRE-ENGINEERED WOOD I -JOIST OR FLOOR TRUSS @ 24" O.C., MAX. V/ S THRESHOLD SEE SECOND FLOOR FRAMING PLAN. 5 1/2" METAL VERT. REINFORCEMENT, SEE I M VERT. REINFORCEMENT, N SEE FOUNDATION PLAN PAN FLASHING FOUNDATION PLAN FOR LOCATION I 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER o SILICONE CAULK I . w/(3) ROWS 8d NAILS @ 12" O.C.; SINGLE PLY FASTEN RIM BOARD TO S FOR LOCATION: 1/8" GAP @ RECESS BACK OF 1/2" DRYWALL (DOTTED) - l ° TOP & BOTTOM RIBBONS w/8d NAILS @ 6" O.C. & FASTEN RIM BOARD TO c 3000 PSI CONC. @ 28 DAYS v 4• THRESHOLD TO 1X P.T. FURRING EA. FLOOR TRUSS w/(2) 8d. NAILS V N 4 1/4" X 3/4" RECESS ///��� (2) 2x4 LAMINATIONS w/ (1) ROW m 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE 23. 3/4" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 2 1/4" SCREW FULL WIDTH OF CONC. SLABO.C.- .- " OF STAGGERED 10d COMMON a DOOR ASSEMBLY OF BLOCK, TEMPORARILY FASTEN WITH NAIL, SHANK NAIL @ 4" D.C. EDGES AND 8" FIELD OR 16GA. X 1 3/4" io WIRE NAILS. 2x6 P.T. #2 SYP ATTACHED -. a ` FASTEN WINDOW WITH 3/16" X 2 1/4" TAPCON STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND FLOOR .- g wl (4) 1/2" X 8" ASTM A307 ° ° a °4 THRU WINDOW FRAME INTO BLOCK WITHMIN. 1 t5 FRAMING SHEET, GLUE BETWEEN SHT'G AND TRUSSES. U ," (D = 0.148", L = 3") OR EQUAL - J-BOLTS w/ 2" SQ WASHER, PROTECTED WRAP ° 1/4" EMBEDMENT, SEE WINDOW SCHEDULE FOR M Uva SEE ELEVATION FOR LOCATION. SILL SEALER TAPE 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE 1„ UNDER PAN 5 1/2" WIDE. NUMBER OF TAPCONS REQUIRED. g 7 \ / S OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2\i/ N GARAGE DOOR BUCK DETAIL F DOOR PAN FLASHING c WINDOW JAMB - STANDARD-BLK „ LPTA'sA2314"@RE SET NFRX16"RIOM IDEFACw/2x6LE OF LET -IN q ., --- - 23l4"@11/8"X16"RIM BOARDw/2x6 LET -IN -' e m1� SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12 �`, / 21/4" @ 2 O 11/8"X16"RIM BOARD 25. NOT USED w c o 13 10 26.NOTUSEDis 9a 27. 7/16". STRUCTURAL I OSB EXPOSURE 1-OR-15/32" OSB SHEATHING ON - TOP PLATE MUST BE NAILED 14 4'- 40 EXT. WALLS w/ ALL EDGES BLOCKED ATTACH w/ 8d NAILS @ 3" O.C. CONTRACTOR NOTE: 8" CONC. LINTEL BLOCK w/ @ 6" O.C. TO HEADER 6 EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES , -IN (3) 2x4 LAMINATIONS w/ (2) ROW INSTALLATION FOR GARAGE DOOR (1) #5 REBAR, CONT. TYPES (AS PER � 1Z„ OF STAGGERED 16d COMMON TEST *960507-A) - FRAMEFAST FMFF006 SCREW AND 4" O.C. FIELD, WIRE NAILS. HIGH STRENGTH PRECAST 28.2x4 SYP BOTTOM PLATE. HOMES 2x4 P.T. SYP ATTACHED w/ POWER LINTEL, SEE FLOOR PLAN PROVIDE RTSA TO A A 29. @ 16" O.C: HEADER TO TOP " X 3" LG. SHOTS @ 12" PLATES 0 DRYWALL ON 2x4 #2 SYP WOOD STUDS IT 16" O.C. AND INSULATION ACTUATED 0.14 (ONE INTO EACH OUTSIDE FACE) FOR LOCATION OF FILLED OUTER STUD, TYP. B. ROOF PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. 3999 West First Street O.C. OR (10) 3/16" X 3" TAPCONS LINTELS. l' 12' > 30. 2X WOOD HEADER @ OPENING SEE SECOND FLOOR PLAN FOR SIZE. Sanford FL 32771 (D = 0.162 , L = 3 1/2) OR EQUAL CIF (3) 2x6 LAMINATIONS w/ (2) ROW 1„ OF STAGGERED 16d COMMON WIRE NAILS. (ONE INTO EACH OUTSIDE FACE) - (D = 0.162", L = 3 112") OR EQUAL NOTES: 1 -ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLUMN. 2 - ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION. 3 - FOR 4-PLY, PROVIDE 1/4" DIA. X 51/2" LAG SCREWS OR EQUAL. (SPACE AS SHOWN FOR 3-PLY) SECTION 15 3 FOR ADDITIONAL INFORMATION 0 n OR W DT T/ BRG. HGT. 0 O n 0 p 0 0 0 0101 0 0 fV 0 72" 2x6 P.T. SPRING BOARD, 0 I ATTACH w/(1)1/2"X8" R ASTM A307 J-BOLT AND D1 i� (4) 1/4" X 3 1/4" TAPCONS o IN CORNERS 1 1/2" IN FROM 0 48" ALL CORNERS. 0 GARAGE OPENING o N 2x6 P.T. #2 SYP @ EACH SIDE 0 24" FOR ATTACHING BRACKETS 0 FOR VERT. TRACKS w/ �q (5) 1/2" X 8" ASTM A307 J-BOLTS. TO BE INSTALLED 2-3/4" FROM T/ 1ST FLOOR SLAB 0 6" OUTSIDE CMU FACE. 0 = T/ GARAGE SLAB MSTA24 (2) U'',l 31. (2) 2x4 #2 SYP TOP PLATES. (407)302-9871 NAILS @TOP w 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) 10d X 1 1/2" NAILS. A PLATE (TYP.) O 33. MSTA12 @END TRUSS AND 48" O.C., INSTALL 6" UPON RIM BOARD AND SECTION A -A 6" ON UNDERSIDE OF TRUSS. 'OO t MSTA18 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 18ga. 1/4" x 3/4" LEG rn (2) NAILS @ STAPLE IN DIAMOND PATTERN @ 12" O.C. INTO 2x4 SYP NAILERS. W TOP PLATE HEADER, SEE PLAN. g _ - L`J INSTALL INTERMED. 2X NAILERS AS SHOWN. ATTACH SOFFIT w! 2 NAILSTUDS (TYP') CORROSION RESISTANCE NAIL. c7 TOGETHER wl 10d Q NAILS STAGG. @ 12" 5 35. FLASHING, AS REQUIRED. � O.C., MAX. SPACING I 3 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. 4 T/ 1ST FLOOR SLAB 37. SHEARWALL ASSEMBLY, SEE FIRST FLOOR PLAN. 111 ° 38. NOT USED � PROVIDE RT3 TO ° 39. 2x #2 SYP P.T. BOTTOM PLATE w/ RT8A @ EVERY STUD ATTACH w/ (1) U co O -a M OUTER STUD, TYP. a ° FA3 @ EACH END OF THE WALL, (1) @ EACH SIDE OF OPENING AND @ 4°. .. - °' ° F/GRADE 48" O.C. LL T/ 1ST FLOOR SLAB ° OP 40. 1/2" MIN, THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER BLOCK / MASONRY. (STONE VENEER DOTTED, SEE MANUFACTURER a, o U MO INSTALL] CI M O 4 41. LAP SIDING (STONE VENEER DASHED) -SEE ARCH. DWG'S. FOR ® � d. r SEE DOOR S ° ° e ° REQUIREMENTS AND INSTALL ALL COVERINGS PER MANUFACTURER 2 LL E Rt O d SCHEDULE - ° RECOMMENDATIONS E z T- a r, LL °c LL L V-4„ 42. HORIZ. MID -WALL STARTER STRIP, ANGLE SET 1" BELOW TOP OF E v a o 3 ¢ a 0 4 -REFER TO NDS MAX. GARAGE DOOR OPENING, SEE PLAN F I H .f MASONRY: ATTACH w/ 11ga 1 3/4" ROOFING NAIL @ 16" O.C. Reference No. 21-11716 STD. NAILING FOR [SIDEES: A. FOUNDATION 43. 2x4 #2 $YP HORIZ. FLAT BRACE @ 48" O.C. (EXTENDED MIN. (4) TRUSS Sheet: JAMB ATTACHMENT IS PER ACI 530.1 CHAPTER 2ASD SECTION 2.1.4 `p / /` LL SE�TI®N- BAYS) - FASTEN TO EA. TRUSS BOTTOM CHORD w/(4) tOd NAILS. GARAGE DOOR ELEVATION ERCEDES WAYNL DALTON JAMB ATTACHMENT SUPPLEMENT] f�VAL L: UPLIFT V V / ` 44. RIBBON AND RIM BOARD BEYOND. ov L BUILT-UP COLUMNS K FIR G @@ SHEAR F , STANDARD SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1 STORY SCALE: N.T.S DETAILS FLASHING REQUIREMENTS FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING TEMPORARILY SECURE -� DOOR ROUGH OPENING WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE ?� EXTERIOR SELF -ADHERED FLASHING : 3/4"-1" BEAD OF CONSTR. REFER TO TECHNICAL SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER COMPATIBILITY LETTER ON CHEMICAL OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN `-- WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING ° OR EQUAL WEATHERPROOF CAULKING (P99EMBLEE WINDOW) -. Mv. a ° i e e 2 v e y p e WEATHER SELF -ADHERED FLASHING RESISITIVE 2 a - - BARRIER SEAL TOPS OF JOISTS UNDER DECKING t rSUBFLCOR - (SEE DETAIL WP07 S x+d . J k 4}l SELF -ADHERED FLASHING ( ) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS RIM JOIST � 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing NAILING FLANGE 1 installation 2. Self -adhered flashing plus head flashing under 1 1 2 weather resistive barrier DO NOT FLASH OVER 3. Fold weather resistive barrier back over head 2 8 BOTTOM NAILING $ flashing and seal with tape FLANGE SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING ® No ■ , FLANGED WINDOW , EXTERIOR DOOR WITH DECK - SECTION A HALF ROUND WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER MECHANICALLY FASTEN IF EXTERIOR SHEATHING NEEDED IN CORNERS 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED THROUGH SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 7 SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL r SELF -ADHERED FLASHING -�J(� `� \ �•",r*!„a""- SEAL TOPS OF JOISTS UNDER DECKING 2 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK li I I i STRIP OF SAF I - DRAINAGE PLANE WRB I II I BONDBREAK WRB I I SF LATH I II WRAP DP WRB ONTO I I I THE VERTICAL I - SURFACE TO TOP OF I I FLANGE AS AN AIR II BARRIER I l I 3-1/2" INCH FLANGE ---------J I` 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, DENSGIASS - �® '� STRUCTURAL FRAMING A R 1\ PLASTER STOP P IS A RESULT OF ASHRINKAGE. SEAL. ;I STRUCTURAL SHEATHING - - - - - - NOT SEAL. ,I CONTINUOUS BACKER STRIP OF SAF ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY --- ---- DRAINAGE PLANE WRB I �I J. I BOND BREAK WRB O I I A I SF LATH \PLASTER STOP (CONTINUOUS BACKER ROD &SEALANT n CEMENTITIOUS FINISH SOFFIT/CANTILEVER RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER LF-ADHERED FLASHING rCH FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING PRODUCTS DETAILS 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 exteribr 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 preventts 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 r a hall be installed in I b lapped not less than 6 inches Other roved materials s inches. Where joints occur, felt shall e over the lower layer not less than 2 I c � pp pp 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 flashings 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 (lashings 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. Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENIeRAL FLASHING AND WATERPROOFING METHODS TO BE USE'.D. Cement Plaster over block 1stfloor - 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 DET,,\IL 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 the structural plans and specHlcetions contained within these drawings oomplywith the 2020 Fbrlds BWMing Cade - Residenfiel Ah Edition. Engineer's signature and seal is only far the structural engineering pardons of the draMng pages bearing Engineers signature and seal. F a E ,�^o N 47�"r 4 N T ua a a a L; y M M W W N LL 4 J LL 3 o o M$m&oJ. 4 'p' d i N M Z U J _ fV/J °°❑❑❑ W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 a w U LO to YM L C J LL. a m ) co co i cM to °' a v OLL.,C r N O LL T iJ_ c a s a a ° EMO WALL SHEATHING ]-; � Y li M GR LT qA, kETAIL 4T1, W 12v UCH GAP REGGISAIENDED AT PANEL EDGES MESS INAACMEDPRORLED EDGES 14n M,ATAJ_li. I-.tOtIV!'S r aii dP eel R 'T 3a rl ,:. 00 F `-iil"IU TIED ouk, WOODS 1. LIP:SF9TEMd SHEATHING.. 2 Up INSH OTHERWISE ARDOID I5BYT HOUG DO (T&T)O T N OUIl >k6OC BYQONROP MI D. TONOUE jT8TJ 4R TONdl1EAND GROOVE fT&QJPROFILE 3 TAPE ALL PANEL SEAMEWITN ZIP SY9TEMTM FLA.SHINIs' TAPE BE LIFE IN 37ALLINO DRIP EDGE, A ZIPP95YEUROL"P R06LALLTAPF 6: 4RAMMOCBYDTHEfl S} ®...DRIP EDUE INSTALLED PER CODE OR BY DESIGNER IF RECOftD INSTALLED ➢YEn ROQF 0QVGR N0Ae1FISO tl BYTHE FIHI6NED POOFINl MANUFACTURED 7, TAPE TNETDPEV4EDFDNI1114H11-uN PYNTIZJV BYRTEMw TAPE bRADHE$IVE BACHED FLA9HIN4MEETIN0 AAMA711 ORAC1Ss.. e. ZIP SYSTEMHOLLPR.POLLALLTA➢E: a SYS SHEATHMMALL �T TYPICAL E TERI£ -- - .P �'Y � E MING AT TYPIC&L NTERIOR COINER - t IRNE WAU ASSEM4MLY :2P3YS�t&?SKTFR1G —.. /. 4YJ@GiaPill L'STt�S 100, w y tea. Wap. Lt Ft3DEL4 �.•�; f � 1§116§B1/d// 1J" c0/�,,� €k,RAiY T12AL{ R14 8: SMAIMIll OVER JF'eL'aetF ll•FY3,t. E , f J \ VT�yyVE T ALLOMROAP AK y / nM T ®RAN PIQUICYT-WCA4E I I DRAMS NOT TOKALE all�O VIT" 4a1tAf a f 1 5 8 TAiP� Tom; These construction tle ' .ane p1o�r #o assistlin t e'insf tion of Ztand may not apply tl every sttualiion. ManufactwetaccepFs no respotlsibility or tiability%r;ttse use of these of other construction details. x .d er r..: Q fl _ ll 1 iY f•Y a N Y; FASTENZIPSYSTEM* StlEA7iiNIIA5rRMAREDAY RC9 R•OF-Kil RO OR LW'4L 9t}nmrR VWE _ - I '?..r i0 11=x4 s nl 1 c !F ;,:. d v... _ -.« « 1 -��_: a -c M - •,. ,.. the structural plans and specifications contained within these drawings comply with the 20 FlDdda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing F µpO S ED W W r%tk sl Rj�r-�li d a ' a gj op M W N EC c J diy J W W z CE o O 0 1— r t IS RYO s = SO J 7 0N� ED m.. N IS: p N DO Q U J Ul Le Z UU❑❑❑ LI W O''- x ° , ,E„ e %�y� "`:fe :,. �''- 4 ,} �,,. m. �-s3'ly �'a ".'f�=,: .« le � ,. d•, n '. a: a T . a } u .':, :A , z . .. �. $r'ro"t����s�k, � x , .� �" +1fi. 5fr+rt ., f °?� "S'Y".: t �i�SaizLs ,xi4 f, S`:,�-" k b: 1 E:`, `: � . T A7�;g: - _ ,�.# �r• lit HOMES •!• Sanford d ,d <': ax, -: , e « a .,... ♦ .:: .., ri+ ... � s�,.,, fu. �"' z T.' �„�, �,,. ,»�' I �y;a'�+ °w`t. n..fg...' 3 ..',' FL 32771 4 .,NFL, t�^AyNy iR "ik ... n� u+ J°., ..F "" 1, t" a tf :.: s.. a 1 •:a C'. •.i if• f' 'lID; ... v . . �.; , era r ° �'E` ,. w,..'i s. ar.._., a., ;-- .n. '. .�� .:.,.,�<.,3.3.eart..�', ,. a'�x�i 1."u., o-a- � - _. aaa..,:.. r.." *k n. ..�,.,';t:. _ .: A. :...,-,. ,,, m .�nu ..���.. i� .. 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'�` u'll ...a:_Ili el -du mE::h Si' y ,roa^$....�.'�>•i is a. •�5 �:..•S.o u._a $ti.��.,•!'� i51 o... P- $ 9 m fiu N�tl "rdE c n .'Sv'o 'r5u'8 .�• 4S a} 1$ S aG '33 gg s `n' t ¢ p7 ro a�.UC: 3 � a°i.�9 mi 0: 'E � • ,rri vs .°>3 ns-: � F 3. '� E .S m. v N >t E.w 3, ram •.,: ,., � .... � `,� r m 3 1 l�';lr N la IttttA�� in g $ A e To me best of the Engineers knowledge, information and belief, lw5 °_ vl" w .°. $. .. a❑❑ e7• °"'. C. °r a E Nestmctuo plans and specifications containedwithin these a Residential comply with the Engineers rs Floridaiga3uireanCode - IddEF`.0 °p. ,.C� N w the itlectural eEdition Engineers of the wales only for hearing r$ cy O t the structural engineering portions of the drawing pages bearing -^„`✓' S zN n C:yVt,g',t7 Engineers signature and seal 12 a� �w a :N-`� o °a�a�,5,'r�o FF�77 `��` ¢md..�n`'�c'a g �gti a� �vp H �8a,g sg� N'a5ad�}®�}• f 3P �' d .0 o .-19 .2"a a a .� ILI, pp6' n' e�.pp• 6 e .. '� m=. ='du $�' 'Li.O rn C�.. 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R.p W m w w w 3 f m C a ,`� G t R'p .�a vA u� °n m NN a HaO i. vIIi3 v 3 w> ❑g uc a � 3 o c m a ° S ��S�a ^o w � :9�5 . � $ ?,u. .S�. - ua a DR Z o S u a' a jy m v w 5 P4 N .a ., - eow r e a= ?. r- � va N .. $ a. i, 'S w xi �',. N cn x - ' A' '&. , - mar' .... a � .. m U i 7 `a �. ' �}� a b 6 M j j x '�' ro� a °�.� .. c N n•ri: 3e +3 tAb"6 gig W; U ':' . 5 u�W If ZIP ROOF a N L�L s DETAILS ....... _ I Sit, Lucie County Building Department Approval SubmittalAffidavit Code 2020 ' opening schedule Updated 2-19 21 I " Glass open Building Design Product Design FL## or Miami- Prod ;_ • Model #manufac'ture p " Descri tro Attachment Method Dade ID Pressure Pressure n Attach door bracket to jamb w/ 5/16"xi 5/8" lag screws not to exceed 14" O-C... The 2x6 FL 9174.3 7"X16' Garaoe Door 912L 023 . Wayne Dalton A Lamb anchoredby 8" j-bolts @ 24 G.C- ea side. BLK 111 1ag,1 5/8 emb- Attach door bracket to jamb w/ 5/16"xi 5/8" lag screws not to exceed 14" Or C- The 2x6 D ` FL9174.1 7XV Garage Door 9100-028 Wayne Dalton N/A Jamb anchored by8" j-bolts @ 24O.C.ea side. BLK 1/2x3lagn 1 5/8 emb. "Smooth Surface" / 14Wood 2x Suck. 1/4" .x 2 3/4" concrete screw N@ 16" sidelight FL 2�6-8.,1 Fiberglass Swing Dr Grain" Inswingloutswing Therma Tru Corp tempered O_C- Head & Jamb. Frame: A Impact 6r$rl # 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 @ i6° FL 204.6&7 Fiberglass Swing Dr Grain" Inswing/outswing Therma Tr Corp G.C. Head &Jamb. Frame: A Impact $0 tempered # 10 x 2 1/2" PFH woad screw 14" O.C. "Smooth Surface" "Wood Wood 2x Buck: 1/4n x 2 3/4W concrete screw @ 16" Fiberglass Glazed y sidelight FL 20468.4 Grain" Inswing/Crutswing Therma Tru Carp O.C. Head & Jamb. Frame- A Swing Dr Impact 6'8" tempered # 10 x 2 1/2" PFH wood screw 14" O.C. "Smooth Surface" / 11Wood sidelight 2x Buck- 1/4" x 2 3/4" concrete screw @ 16" Fiberglass Glazes FL 20468.10 Grain. Inswing/Outswing Therma Tru Corp t3_C. Head & Jamb. Frame: A Swing Dr Impact $'OF' tempered # 10 x 21/2" PFH' wood screw 14" Ot C. # 14 Screws to 2:x wood buck w/ 1 3/8" Series 120/130/140 embedment @ top and'sides. 3/16" x 1 3/4" FL 22401.3 Sliding Glass Door RVII Windows &Doors Temp. concrete screws @ threshold. (see Details E Aluminum SGD Impact for 2x wood buck to black) (3) 3/16" x 2 1/4" concrete screw w/ 1 1/4" Windows W/ ix See Floor mL embedment @ 24" O.C. Max See Chart FL21637.5 wood bucks or 2x Series 1.620SH impact MI Windovv: & Door-, Seedetailsfor 1xbucktocmu attachment& Plan # 10 wood screw w/ 11/2 min embedment C wood Frame 2x wood framing (3) 3/16" x 2 1/4" concrete screw w/ 1 1/4" Windows W/ lx See Floor mi-embedment @ 24" G.C. Max See Chart A FL 21639.E wood bucks or 2x Series 1620-1630 PW Impact MI Windows & Doors See details for ix buck to cmu attachment & woad Frame Plan # 10 wood screw w/ 11/2 min embedment 2x wood framing (2) #€10 2" pan head w/ 11/2 min embedment Vertical & Horizontal Frame / FL18504.1, .2 Mullions MI Windows & Doors Block (2) 1/4F' x 13/4" concrete screw 11/4" emb. M-1926 Window frame to mull ## 10 x 3/4 screw. (2) ## 10 2" pan head w/ 11/2 min embedment Vertical & Horizontal Frame / „ FL18504.5, .6 Mullions Windows & Doors (2) 1/4 x 1 3/4concrete screw 11/4 emb. M-2302 Block Window frame to mull ## 10 x 3/4 screw. Attachment Requirements: Per Table 1F, FL 1654..1 Fe. oo' Modified Bitumen PolyGlass USA N/A System W-32. FL 30310.1 zID; Asphat Roofing Shingles IKO Industries. LTD N/A (6) 11/4 11-12ga. w/ 3/8 head roofing nails FL 5444.1 Rr I_ Asphat Roofing Shingles Certain Teed Corp N/A (6) 11/411-12 ga. w/ 3/8 head roofing nails Huber Engineered Zip 5 em Roof Sheathing FL 17146.1 Roof Sheathing Zip Roof System Woods LLC N/A p g Section of the products liste1 are based 1 the Florida 1Approvals. +23.3/-26.425.9�/-$.$ 11% W = Slianniiiii i iFull I +24a3 / 26.7 2Fi.9 f 3 .$ Sole Respwonsibilitya for their Products. +27.6/-30.0 1 +67.0/- 67.9 +27.6/-30.0 1 +47.0 / - 53.0 +27.6 / -30.0 1 +50.0 / - 67.0 +27.6/-30.0 1 +50.0/-50.0 +27.6/-30.0 1 +55/-55 +27.6 / -30.0 +27.6 / -37.0 +27.6 / -30.0 +27.6 / -37.0 N/A Ira FL17194.1 Roofing TECH WRAP SYNTHETIC RCtBC1TEK INC. N/A N/A Underlayments UNDERLAYMENT TECH WRAP SYTHETIC LlNDERLAYMENT Inc. 7700 Roof Louver: N/A Fasten using 11 4" ring shank nails. N/A FL 3792.5 off Ridge Vents Lamanco Aluminum Roof Louver Spaced 5" OC to base of flanLxp. Channel @ wall:. CMU'- (1) 5/8" t-nail @ 24 O.C. or equivalent. Wood - Block/ 3/4 x 1/4 crown staple in diamond pattern @ 24 FL 12194.1 Soffit 16" Full Vent Aluminun Coils Inc. Frame 0,C. +27,7 / - 37.1 Soffit Eave: (1) 3/4" x 1/4" crown staple @ 8" O.C. Fascia Cap. (1) 1 3/4" x0.072 1/4" head trim nail n Hardie Plank Lap Siding & James Hardie 0.093 x 0.187HD x 11/2" ring shank nail for +27.7 / _ 37.1 FL 13192.2, .4 Siding Hardie Shingle Siding Building Products Frame Hardie sidingto 7/16 APA rated sheathing FL 32869.1 Siding Mastic Siding- Carvedwood Ply Gem Siding N/A -Nails Galva ram, 318" head xLong nailed to each stud with OSB sheathing per +27.7 / - 37.1 44 / 4.5 Dutch Lap Triple 3" Group Sheating Ext Walls all edges blocked attached ZIP System 0 Wall Huber Engineered w/ $d nails @ 3" O.C. edges and 4h' O.C. Field +27.7 / - 37.1. FL 17147.1 Siding Sheathing Woods LLC NA or 16ga x 13/4" staple @ 2" O.C. edges and 1 "Safety Edge" Storm Panels, 1/2" O.C. field. 28ga (0.01$"+l) Steel, 0.022" Cage of steel 28 ga_ Block/ Attachment.1/4 Panelmate@ 1q" pCw/ 1 7/81' See Opening FL 12$54. Hurricane Panels AILIITl (perf nd Non -Pert), Town and Country Frame M Embedment Frame 1/4 all points solid Set anchor preSSLlreS Table Clear Palyca'>rb (Full and 7/" embedment CM6 WWI +50.0 / - 70.0 +55.0 / - 55.0 N/A N/A N/A / -622.5 N/A N/A N/A N/A M +48.0 / -64.2 +54 / - 54 1/9 MAN I/4 VIx INTERIOR MI. E,U )IN AN,'," T- / �r XI Cool, SCIEW I MP 'JO ANIN oa ZX 3L EpTERIOR Or o IRRS 'ACKER R00 k 4Y'HOVE SEALANT JAMB INSTALLATION DBTAIL WOODFRAMINOOR2 BUCKINSTA4UTICN OPENING PRESSWRE�. Ll D ARE INR MSe E Vasd PRESSURES MARK vivit - W dd1P �A -27B / -30D B ,23 3 / -26.4 1 C -27.6 / -37.0 #24.3 / -262 SALE DETAIL 16 IHg4E wJTY - I. MAF�_ � 11AX_0 C p IA" RAMI:N FEK.- i l 9 x I L1 y y 3 vAx � .. 16211 SH REINFORCED RECTANGULAR EIRERIOR WEW FINLEaa a RANDE INsrALUTroN REINFORCER DESIGN PRE36W E FMRN0 IMPACT RATIND n50.0/J0,01ISF ---I, MiSISSEIMPACT MIS6NEL RON WWDIAMOF WHERE WATER PENE1 R4TpN flEBISTANCE IS REWIRED ,IAMB DIEDU U ,i, 4 NA, % _ IAx r I' 1T IS162LV1630PW EXrF p WEW OITAN R� HnfRaILVGE WSIILArNb' EL L c.naT ry rbOPSF rNv wggttEmWpTM4i- Fro Vl/te CM l/t Number of anchor loca0onsrequired Frame Rome wlOM(in) H(I.h[ rn I , 24.00 HSS Jamb JO.OD Ndb Jamb 38.00 HBS Jj4-6 42.00 6 4600 FIbS Jamh S6.00 HAB Jamb S0.00 H6S Jame a HAs Ja Jamb ]2. NAS 00 Jamb TY80 N63 3aRID 2A00 2 3 3 3 34 30.00 2 3 3 3 34 4 5 3 6 3aW 4 3 d 34 4 4 4 5 4 5 4 5 4 6 40.00 2 2 4 3 d 3 4 4 4 4 5 d 5 4 5 4 2 5 3 5 1 3 4 5 4 5 5 5 5 5 5 5 6 6 548.00 5SOW 2 5 3 5 34 5 4 5 5 5 5 5 5 5 6 58000 2 5 3 5 3 d 5 4 5 5 5 5 5 e 5 801.00 2 6 3 6 3 4 4 e 5 6 5 e 6 6 6 e80.00 2 8 3 6 3 d 8 4 8 5 8 5 6 ]d00 2 6 3 6 3 4 6 4 6 5 6 ]300 2 8 3 8 3 4 9 4 6 5 e 3 ' A 8' > era4:Lwa:t�alwc ,ucsoccntes 258 Southhall Lane, Suite 200 Maitland, FL 32751 0. 321-972-01491 F. 407-680-2304 Cenri Of Authorization No. 9161 I CARL A. BROWN, PE-FL#56126 1 LUIS PABLO TOF'E9 kC 7 SCOTTA '^�� .•�pEN ���. J: v: g4 _ :We r r'. TAT OF : tL,Z ri TO THE BEST OF THE1,01 NC�ryFS'$QV+¢10s AND UNDERSTANDINGHES IS AND SPECIFICATIONSMPLY WITH THE FLORIDA BWLOING CODE AND SEALEDFORTHEN OF THIS DR AWING. 151 c o r a U Lu a N M J LL O 'a ®® 4,1000 C? TAN i i � M O O FLO51DA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REOUIREMENTS OF SECTION R301OF THE FLORIDA BUILDING CODE 7th Edition 2020 RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE (DADS AND DESIGN CRITERIA STATED ON THE COVER SHEET, DESIGNED WIND SPEED ----------: ----------------------- Vulf = 160 MPH Vasd =124 MPH > CL CL O L -- (L I O U 0 N � Q W U SHEE?-v PSL-COU -P