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HomeMy WebLinkAboutBUILDING PLANS.pdfDATE I MARKI DESCRIPTION N N ?, REVISIONS ABBREVIATIONS Abv. Above FIX Fixed Ref. Refrigerator A/C Air -Conditioner Galy. Galvanized Regld. Required A.F.F. Above Finished Floor A.H.U. Air Handler Unit G.C. General Contractor Rm, Room BF B'dold Door G.F.M. Ground Fault Interrupter Rild. Round BkSh BookShelf GT Girder Truss /S Rod and Shelf BLW Bin. Below Beam Hdc Hgt. Header Height SO or Sq Ft SO. Smoke Detector Square Ft. Bill. Bottom H.H. Hand Held GO Sliding Glass Door B.P. Bypass door HB Hose Bibb h. Shelves BRG. Bearing C CL Carpet Coach Light HS Int. Hard Surface Fir. Interior hwr. HT Shower Sheet Cir, Circle KNVall Kneewall V. Side Lights Clg. CJ Ceiling Control Joint KS Laun. Knee Space Laundry P.F. q. Spruce Pine Fir Square Col. Column Comm. Community Lev. LL Lavatory Lintel Length Y.P. I B Southern Yellow Pine Towel Bar Comp. Compressor D DB Dryer Door Bell LT Mas. Laundry Tub Masonry emp. Thikn. Tempered Thicken Dec. Decorative Max MaximumT.O.B. Top of Block Dbl. Die. Double Diameter MC Mfgr. Medicine CabinetT.O.M. ManufacturerT.O.P. Top of Masonry Top of Plate Disp. Dist Disposal Distance Micro. Microwave TR Towel Ring DMF Decorative Masonry Finish Min Minimum Toilet Paper D.V. DV DiverierValve (Plumbing) Dryer Vent (Fir. Pin.) ML Mir. Microlam Minor Trans, yp, Transom Window Typical DIN Dishwasher Mono Monolithic J.C. Under Counter Ea. Each N.T.S. Not to Scale JCL Under Cabinet L'ghting E.W. Each Way Opn'g. OpeningJ.N.O. Unless Noted Otherwise Elec. Elev. Electrical Elevation Opt. Pe. Optional Piece 3RG. ad. Shower Valves Vertical Ext. Exp. Exterior Expansion Ped. PH Pedestal PHONE VTR or N VTE Vent through Roof/Exterior Washer FBC Florida Building Code PL Parallam N1 With - FC Filled Cell PLF Pounds per linear foot NC Water Closet Fin, Fit. Finished Floor PSF Pounds per square fool N.A. Wedge Anchor F.G. Fixed Glass PT Pressure Treated Nd Wood Fir. Floor Pwd. Powder Room Window Fdn. F.O.M. Foundation Face Of Masonry PW P.P. Picture Window Pre -wire EF Wall Mounted Waterproof Ft. Foot/ Feet RA ReturnAir Welded Wire Mesh/Fiber "NOTICE TO BUILDER & ALL SUB -CONTRACTORS' It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. GENERALNOTES 1. All exterior walls shall be assumed to be load bearing. See plans for load bearing wall requirements. 2. Window and door suppliers shall provide rough opening Info which shall have precedence over the plan. 3. Cabinet Mfrs. shop drawings shall have precedence over the interior cabinet elevations shown. 4. Do not scale plans, dimensions are to be followed as noted. If plans are printed on 11x17 then listed scale is 1/2 as noted. All glass located in hazardous locations shall comply with section R308 of the Florida Building Code 7th edition (2020). 5. Dryer vents to be placed behind the dryer location and the maximum allowable exhaust duct length shall be determinedby 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 518" gypsum board for 24" o.c. framing. note: 1/2" sag -resistant gypsum board may be used i.I.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 1 318" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. 8. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic Gass 0 or classt 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 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. 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 walls that are within this area. 12.Code references are summaries of code sections. See FBC-R (current edition) for complete code 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, )obsite 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 1546 SO. FT. LIVING TOTAL 1546 SO. FT. GARAGE 408 SO. FT. ENTRY 42 SO. FT. Tot AL AREA 1996 SO. FT. INDEX DRAWING INDEX Sheet No. SHEET TITLE Sheet No. SHEET TITLE CS Cover Sheet 1.0 Foundation Plan 1.1 Foundation Details 2.0 Lintel Plan 3.0 Floor Plan 4.0 Elevations: front & right 4.1 Elevations: rear & left 5.0 Building Section 6.0 Framing Plan 7.0 Interior Elevations 2(12 8.0 Electrical Plan SN Structural Notes D1 Details WP Waterproofing F the stmGural plans antl speGt dons contained wRhin these drawings comply wilhthe202 FlontlaBuiltlingCotle- Raeitlandal 71h EtllUon. E,gin s signature and seal is only for the stmGural enAinearinA potl ns of the drawing pages bearing v LoN N C N LL LL Osi N � el�� �a ul JWLL C O 6 Z g LAat b 10 W YO Y O A Z ry N OQQ�:. O N m Z J N _ V �U❑❑❑ W ek 0 � HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 .6 L n D � U d rn m O LJ_ v a) _N W (n U 1 lti L N -00 ca J C c0 LL .d Ln m 4 Co On CD O ;,Zl- tom o LL EJn 0.LL ZT' N dr-LLL a a a ° CS aaM I COVER SHEET 0 0 r c is N O N 0 U) 0 J rr 4 U 39'-10" t TYP. 10'X20' CONC. PAD I M03. I 1.1 I �Cj I CONC.PAD _ I o I W I O I COND. I N I 5'-0" 6'-10' 5'-0"5' 0" T-10" 4'-0" 4'-0" T-10' � 2'-4"-31/2" / eOCYOPR S CD FM15 •• FM01 �/ I 1.1 // ,., _ p SE /ORACIN U.N.O. I ■ ' I I •• 1 /// I I CD CJ :: CJ ........i�':-L'CJ io U :, I■ ur) FM01 °o .... .. r :: ;: ._�..I....... og FM01 \\'I I 1.1 p g3,r 4:4j :::: �Y 2'-84 ■ I TYP.'.-' .:113 U.N.O. ::lIm III I I T-8q' I~ III W. o 0? I a/ . • .....: � J L! io - - --CJ - s + -Ici T_f_` + I '50 io PVC CHASE I�III I \ / I I ' • ''nj I II N FOR ISLANDJ71 M 0 : 11 L __ JII Y b, I i \\ I 14r-38rr I ■ m 2 -6" 2'-6" (r �-',�� cn bN *; , I / W.M. \ I I I/ o J� N V, \I in RANGE W/ 1 00 I 00 `O y MICRO ABV._.-1 r 0?- OPT. g _34• 1 10 i 13'-0g,, I o O I : L---L ■ _ _ _ _ _ _ �Im. FM06 • • r ni I FMIlf 12 g`$a' :: L---Li ■ -3 1/2" ■ I I -3 1/2" I ® I \\W / o I I o o LU n 10 In a- FM03 H.B I I ai 1.1 I I O LLJ LL LU o I TYP. I 00LU O a O Er a LU p TYP. FM01 0 it FM20 FM02 I m U.N.O. 1.1 in 1.1 1.1 O O L — — — — — — J 1'-1 " 4'-0" 1'-11" CJ I I ■ ad z I I Wa N FM02 O I 00 io T-10" 4'-1" I � o ■ I I ■ CD I o I 7 I FM09 I o L0 I 1.1 in ■ ■ ■ ■ ■ ■ SL 12'-0" 7-10" 39'-10" 7 16-0" rS 0 c 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 PLAN SCALE: 1/4" = 1'- 0" FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F2.0 2'-0" x 2'-0" V-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" V-0" 3 #5 E.W. BOT. 11000 F3.0 T-0" x T-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x T-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 WWF, OR FIBERMESH /FIBERMIXADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 3 ■ INDICATES FILLED CELL W/3000 PSI 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 WIAPPROVED 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 1 - INDICATES SINGLE -STORY WALL FOUNDATION - INDICATES TWO-STORY WALL FOUNDATION ISM - INDICATES CONCRETE PAD FOUNDATION ■ - INDICATES FILLED CELL WITH (GRADE 40) REBAR FIN. GRADE ,. e 3" MIN. CONIC COVER @ REBARt ,. CONC,FOOTER —TO ELECTRIC SERVICE PANEL BURGUNDY GRC12 UL467 HIGH STRENGTH GROUND ROD CLAMP OR EQUAL 4" REBAR LAP HORIZONTALLY MIN. 15" STEEL WIRE TIE BAR CONC. ENCASED ELECTRODE T FILE COPY the structural plans and sp Aoptions contained within these tlrewings comply with Net gFlondaBuildingCode- Residential7MEtlition.Engi eft signature and seal is only for the sbuctural engineering pod ns of the drawing pages bearing W m LL be a � S o Z mbe O Lr mo W oi�f c Ln oa N CN p th Z U n J 0617 Vs F/ U❑❑❑ W ru wO rV HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 9 .••, O) P�q 0 f45 W Q W U) a� L fV CCco x C co LL C O N p N LL E Lf) m W a n 0 °cLL zT N m ILL 5 0 2 a 1.0 1 FOUNDATION N O N 0 C J Q REINF. SEE PLAN SEE PLAN ----,,,,,.MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER 4 4''x�4.a HOOKED DOWEL W° #5 CONT. @ TOP W.W.F. OR FIBERMESH REINF. AT PERIMETER, \ 1 CC WHERE THIS CONDITION t OCCURS AT V-0" FROM EDGE k THICKENED EDGE STEP-DOWN REINF. SEES{ z z a 8e w w REINF. SEE PLAN F.F. J �Q �° • GRADE,SEEPLAN FF ----- -- REINF.REINF.y'1 ° -a° SCALE. N.T.S. PER PLAN ° 6'-0" _ VARIES SEE < — W J N °` ' :, 'r , - - - - a SEE PLAN PLAN F.F. VIM ¢ (,7 t- (2) #5's CONT. :.• N a III C GRADE • �� ,;��.•' - z ° I �_ ,.a'<. (2)#5CONT. ( l a 2 #5 REBAR a — — 1 #5'SVERTICAL 16 1 • ° ° (1)#5R 16" DOWEL @ 48" O.C. a _ WHEN GRADE CONDITIONS O (2) # 5 CONT. 8° REBAR 'I WITHIN END. iv REQQUIRE, DEEP MONO MAY BE 4:SS67N9.. • ` 16 - USED ILO STANDARD DEPTH. CONT. \\\ I 16" MIN. TIE DEEP MONO TO STANDARD (1 MONO DEPTH WITH FM18/1.1 @ TRANSITION EXTERIOR BEARING SECTION aC� GARAGE Mo3. THICKENED EDGE _FMOs EXT. DOOR SILL FM01.0 DEEP FOUNDATION OPTION FM01 FM02 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � SCALE: N.T.S. `t SCALE: N.T.S. 3 7 I w � I o 4NF. BRG. WALL. SEE FLOOR 2x BRG. WALL. SEE FLOOR N FOR MORE INFO 0.` PLAN FOR MORE INFO rd„,', FRONT WALL OF GARAGE PROVIDE 13" WIDE RECESS @ STEP -SEE PLAN GARAGE DOOR. EXTEND 6" SEE PLAN REINF. SEE BEYOND F.O.M. EACH END, TYP. REINF. SEE PLAN SEE PLA PLAN SEE PLAN 3-1/2" CONC. DRIVE w/ 1/2" MUDDED FLR. SLOPED TO DRAIN EXP JOINTS 10' O.C. TYP. GAR, FIN. FLR. -,. F.F. II_" To the best of the Engineers ledge, information and belief, °the structural plans and spectti lions contained within these tlrewings comply with the 2020 shoe Building Code. ALIGN DRIVE w/ ) # 5 REBAR (2) # 5 REBAR $�� 4' N n —� — the itruciuraleal 7th engineering Enginee sof the ure emend seal is only for BOTTOM OF RECESS — . III, PITCH DRIVE _ thestructuralalengineendseal. sof Me Brewing pages bearing N Z Engineers signature and seal. 2 #5CONT. 4 16 ", O (2) # 5 CONT. W 16" 16" H e Q o g PS N V N C� LL LL Q 0e-r hSe y N N N LL a R 0 Q J M d w 0 SLAB RECESS STEP DOWN BRG. FM,2 STEP DOWN NON BRIG. FM14 SECTION @ SHOWER ILa Heim;Lu FM10 INT. BRIG WALL (ALSOSHEARWALL) FM11 FM09 AT OVERHEAD GARAGE DOOR W 2 rn J d k SCALE: N.T.S. SCALE; N.T.S. _ � N SCALE: N.T.S. SCALE: N.T.S. - N z y SCALE: N.T.S. Z 061 ❑ ❑ W M ALT: THE REINF. BARS SHALL BE CONTINUOUS o N AROUND CORNER BY COLD BENDING THE BAR ^ o WITH MIN. BAR LAP OF 25" v #5 DOWELS) FOR MAS. COLUMN a #5 CONT REINF. LL (PER PLAN) ° SEE FDN. FOR PROVIDE 1 1/7 RECESS REINF. AN - X ° SEE PLAN QUANTITY so ¢ TYP. SEC. UPPER PLACED SLAB SLAB THICKNESS O SEE ° ° #5 X 25" X 25" REINF' GRADE z 2 a a CORNER BAR ONE OR FIBERMESH WHERE SHOWN ON V1 g SEE PLAN - x REINF. SEE PLAN. FOUNDATION PLAN / F F — „i _ _-- 2 #5 CONT. a FOR EA. HORIZ. i� y _ SEE PLAN REBAR, TYP. U.N.O. n z SEE TY a 2 #5 BENT BARS W/ ° w a #5 REBAR MAT — .. _ SEC. 4 MIN. 25" LAP SPLICE ° #5 REBAR MAT SEE FDN. PLAN — ° — g ISEE FDN. PLA FOR SPECS 16" FOR SPEC VA IES MIN. (SEE PLAN) 900 STD. 2 #5 CONT °' • 1/2" EXP. JOINT. HOOK DETAIL DETAIL PLAN M2o CONTROL JOINT DETAIL HOMES SL.GL.DR. SILL FM17 COLUMN PAD FTG. - MONO FM18 TYPICAL STEP FOOTING FM19 TYP. CORNER BAR F FM15 BEARING SCALE: N.T.S. SCALE: N.T.S. 3999 West First Street SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Sanford, FL 32771 (407)302-9871 TOP (2)- #5 x 4'-0 PVC OR PLUMBING LINE CENTERED AT PIPE SCH40 SLEEVE +T TOP (2)- #5'S x 4-0" LOCATION OF BARRIER TO BE 1 -0" IN a (f) PEN TRATION A FRONT OF MECH. OR APP. WHEN REQUIRED ai 05 CENTERED AT PIPE PVC OR PLUMBING LINE PENETRATION SCH40 SLEEVE m ru U ° a Q ° MIN. 2-1/2" DIA. 9CH. 40 STEEL PIPE E 0 ENE a a. a a W/ WELDED CAP FOR ELECTRIC m LL a WATER HEATER PROTECTION Q SLAB REINF. — ° —III Ii G OR i _ o MIN. 4" DIA. SCH. 40 STEEL PIPE N N (SEE PLAN) T _' III=III—III= �° • —III III= z ° — ° —III=1 I I—III=1 I fO � � � � �° a � FILLED W/CONCRETE FOR GAS "..'; ;'a - — — A SEE FDN. W I p :•:.:. � TZE�RE�F a= WATER HEATER PROTECTION r EEF P A PIPE PERPENDICULAR TO FDN. TOP OF SLAB U N �M 4" PVC SLEEVE FOR SIZE & PVC OR 00 :. LL REINF. TOP (2)- #5'S x 4-0" a o n N SEE FDN. LAN THRU FOOTING PIPE VERTICAL THRU FDN. PENETRATION CENTERED AT PIPE SCH40 SLEEVE PLUMB NG LINE E 4 U) CD N FOR SIZE & REIN . MCT 3/4"-,'-o" ° °_.°-\ � �- �a: TT,, FILE COPY o ;;LO 0 0 CL o PIPE PERPENDICULAR = _ a E " T_ \ — z N d ILL c ° o z 14"MIN. DIAMETER E a� o a o o� a /=1=III o a ¢ I - �\ — III a CONCRETE Reference No. 21-9260 TO EXTERIOR FOOTING IIIi11II �11 FOOTING Sheet ,= 1.1 DETAIL SEE FDN. PFOTECTION BARRIER DETAIL FM23 TYPICAL FOUNDATION PENETRATIONS FOR SIZE & REI F, FM24 "A -All N.T.S. FND. DTLS. SCALE: N.T.S. SECT. 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 REO'D. CONT. LINTEL OVER OPENING WHEN TOTAL OPENING MULTIPLE ADJACENT WINDOWS) GROUT TO BE WIDTH IS &-0" OR LARGER HURRICANE ANCHORS FLUSH WITH TOP PROVIDE SCREEN WHEN TYPICAL SEE PLAN OF WALL 10" BLOCK BELOW IS NOT f H00 REQUIRED TO BE FILLED. \ I I I (TYP.) STANDARD 90 DEGREE HOOK HOOK LINTEL , .�.,-,•� .. REINFORCING INTO �'3 - • ' :�'' '�¢'� • 1.', • :: - •' - : F�!=4i t f1'; • •" ' •a Z W TYP, BOND BEAM ..•r.. •. ...•r. .. r .: t' • SIDEVERTICALS r '.. �. •:•.;, •.e :,,�. •. .• •. '�. �,•. ;•%.r' is ": I Uri LL. gF G.N 8"x8"x16"K.O. LINTEL BLOCK WHEN TOTAL �;,,,•^ • " " •'•,'." .t. 'L`^ s I.' .:_• •*�' ��'•':*; _,. is I'•. i N Z W FILL w/ 3000 psi OPENING WIDTH IS;�,,,,�:.'."',••; �. �a _ _. �• OP"OR -�" � `' .yyam� •. ga W Na O CONC. w/(1)#5 LARGER .: •'• t .i' .:' a • ,'I DIA. REBAR :) ;� PROVIDE 3"x3"HOLE '.=7 •��'.• �'I.• BOTTOM OF PRECAS •' ' PROVIDE STD. 90" • : ; • LINTEL TO EXTEND•��' WALL REINF. THROU STD. 90 DEGREE 'L: HOOK W/ MIN. 25" LAP s:l AS REQ'D. �.: ANGLE 3000 psi SPLICE ON EA. END •' • r •' .' CONC, w/ (1) #5 WHEN TOTAL OPENING ..�j; REBAR BOTH SIDES REBAR BOTH SIDES ;•{. r •i DIA. REBAR !' OF OPENING U.N.O. 12" OR LESS OF OPENING U.N.O. IS V-0" OR LARGER �, .::' PROVIDE KNOCK -OUT `3'-• �, =•.1• •' •(: _'+`•�:' 'j:;/.�C•-..=, ; INDICATES BLOCK FOR FIRST-= •I#• ' • FILLED CELL COMPLETE CMU '• FROM FTG. TO COURSE BELOW SILL & • #5 '••4'• BEAM w/ (1) FILL SOLID W/(1)#5 BAR WHEN TOTAL OPENING yhh �:IG� '; , BAR IS &-0" OR LARGER 7; ` ••I. •, it, ' CMU U.N.O. TYP. DOWEL MIN �:I..: ' {I L i�ji ,•' I .:. 25" LAP .�`l�: .!' t,•�L,'!�y.�(�•j�/:''"•.L .:♦••,.Y.♦�.'�.<. .:MI'CIr ..4�4jt•v'J"'•'tt•,: SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOOTING FOR LOCATION REQUIREMENTS DETAIL MS01 MASONRY WALL REINFORCEMENT ill SCALE: N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK w/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) - CONIC. SLAB OVER 6 MIL V.B. OVER CLEAN EARTH FILL, SEE PLAN , \. 4 . 11NOWSHEARWALL SEGMENT TYPICAL SHEARWALL II 11 �.■1'1�'�'1"I'll"'I'i.i' SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. - FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 (GRADE 40) @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. SECTION rMMS02 TYPICAL SHEARWALL DETAIL S SCALE: N.T.S. N O N c0 r POWERS STEEL LINTEL PowerBox Steel LINTEL CROSS SECTIONS All �► L_14 .;.; 0 L-16 , OD tj".1Ai ,4tj Oi, 1t< 4'Sf1 t , Lt 5N L-22 w L-24 O O O BALL LINTEL LENGTHS GREATER THAN 22'-8" WILL REQUIRE (2)-#5 TOP OR (2)-#5 BARS TOP & BOTTOM GENERAL LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 (GRADE 40) REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD AND RECESS LINTELS TO HAVE MIN. 4" BEARING EA. END BASED ON MANUFACTURER SPECS. 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. NOTE: ALL LINTEL DIMENSIONS SHOWN ARE "OVERALL" LINTEL LENGTHS. GC TO VERIFY ALL LINTEL DIMENSIONS IN FIELD GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CAST-CRETE - FL158.1, QUALITY/PRO CRETE- FL23932, LOTTS - FL17867.1 #5 REBAR AT TOP #5 REBAR AT TOP MIN. (ij REQUIRED MIN. (1) REQUIRED iU TOOUT( • W - � LINTELTEL BLOCK BLOCK 2 Q � ) C.) .COURSE r U Q , l_j GROUT Q «- TOPKNOCK Z a OUT/ LINTEL Z U 5REBAR 0 e BLOCK AT BOTTOM On ~ COURSE OF O (CAVITY LU Q ADD ADDITIONAL BOTTOMUNFILLED 7 f0 REINFORCING LU COURSE(S)AS ,- ,PROVIDED " REGD FOR LINTELS = ?+ REQUIRINGMORE IN UNTEL THAN IV IN DEPTH '(VARIES) 7-5/8" ACTUAL WasU8-0B/iT 8" NOMINAL WIDTH PRECAST >INTEL. WHEN TYPICAL LINTEL DETAILINTEL IS TO BE SCALE=N.T.S.IN OVER OOR USE 8RU6 #5 REBAR AT TOPOTTOM MIN. (2) REQUIRED EINFORCING I-- PROVIDEDIN = O LINTEL (VARIES) _I O TOP KNOCK OUT/ ¢ W LINTEL BLOCK UNFILLED LINTEL DETAIL _ (V Q COURSE SCALE=N T.S. GROUT FORM &GROUT SOLID Z '- U (2) #5 REBAR AT - BOTTOM OF 00 ^ LINTEL CAVITY t;. - aa BOTTOM to ^^� • REINFORCING U PROVIDED IN LINTEL #5 BAR CONT. (VARIES) ACTUA 8F12.16/1T -5/8" 8" NOMINAL WIDTH O OD "U" LINTEL DETAIL "V" LINTEL DETAIL SCALE .= NT.S. SCALE =N.T.S. MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bad Joints. 2. It Prestressed lintels = 6000 psi, 2. Shore liltetl lintels as required. 3. grouted par ASTM C476 fg = 3000 psi wl 3. Installation of lintel must comp )y win the annStectural and/or Structural drawings. maalmum 3/8" aggregate and 8" to 11" slump 4. U-Lintels are manufactured wltn 5-1/2" long notches at me ends to accommodate 4, Concretemesonryunits(CMU)per ASTMC90w/ vertical cell reinforcing an tl ggrouting. minimum net area compressive strength = 1900 psi. S. All lintels meet or exceed U360 vertical deflection, except lintels 17-4" and 5. Fisher per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed U580. Prestressing strand per ASTM A416 grade 6. Bottom field added rather to be located at the bottom of the lintel cavity. 6, 2701. relaxadan. 7. 7/32" diameter wlre all are welded to me bottom steel for mechanical anchorage. 7/32 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. sets load ratings based on national design analysis per ACI 310 antl ACI 530 10. Forida Product Approval No. 158.1 11. The exterior surface of lintels Installed In effierlor 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 hor.ontal(lecarai) loads should be checked for combine loading with the following equation: Applied vanicat load " Appiled homm�talload G 10 Safe vertical load Safe horborRaI loatl LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS MARK LINT L REQUIREMENTS F = FILLED WITH GROUT I U=UNFILLED R= O 8RF6-06/1T O 8RF14-08/1T RECESSED OF #5 REBAR #5 REBAR @ BOTTOM ELL CAVITY BF16-1B/1T 0 8F8-0B/1T 0 8F16-OB/1T c O BRF14.1BI1T N 0 8F20.0B/1T O 8F16-1B/1T O 8RF22-0B/1T E 8F20.1B/1T P 8F24.0B/1T ' NOMINAL TQUANTITY OF WIDTH #5 REBAR ATI1T 0 8RF22.1B/1T °� 8RF30.0B/1T 0 8F24-1 B R SF32.OBI1T TOP NOMINAL HEIGHT TYPE DESIGNATION O 8RF30.1B/1T s 81`28.113I1T O 8F32•113/1T OT 8F40.1B/1T O -SEE DETAIL ABOVE* u 8F16-28/2T O 8F8.1B/1T O 8F121BAT #5 REINF. BAR R 1 7/8" 10" #5 STD. 900 HOOK SCALE:1 "=1'-0" 2020" M #� 3OR#4REINFORCING BAR #3 & #4 LAP SPLICE _� #5 REINFORCING BAR #5 LAP SPLICE ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16"X3" 12"O.C. 1 2 x 6 3116" X 3" 12" O.C. 2 2 x 8 3/16" X 3" 12" O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. TIE -BEAM CONCRETE LINTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER N-IF DOUBLE 2X NAILER IS USED, TO MASONRY USE 1/4"X4" TAPCONS. SEE OTHER DETAIL DETAIL NOTE FOR SPACING REQUIRED. MS05 REBAR SPLICE DETAIL *GRADE 40 U.N.O. MS11 2x BUCK TO MASONRY SCALE: N.T.S. SCALE: N.T.S. 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE O T-6" LL O T-6" LL 17'-4" LL O 4'-6" LL O 4'-6" LL the Structural plans and a drawings comply with the Residential7th Edition E the structural engineering T FYI OF 1. 0\O� 10 1P��� eetooll10 ations contained within these Florida Building Code - ds signature and seal is only for ns of the drawing pages bearing Conw N 0 n LL c a 0 N y J 8 6A L E i N m HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 MIX 12 CJ LL V ¢ r N ,L Q) w W LID �0 IT N Er II-O U L C0 o cc -1 LL coO N CO d° Nt COPY ' LL h 0) o a -FIDE a E l Zf N ILL6 ,� LL 2.0 LINTEL PLAN SCALE: 1/4"=1'-01, LINTEL PLAN 0 O T c to N cq N q cn O J rr 0 0 0 00 r 00 F r- 88, 1 H5 SH HDR. @ 6' 1H3 SH HDR. @ 6' 10'X20' CONC. PATIO 20--0" 6068 SGD TEMP. Ace 39'-10" O 25 SH HDR. 0 6 BEDROOM 3 GREAT ROOM a'-, va"CLG. HT. 8'-1 1/8" CLG. HT. �M ROOF G.T. 15'-31" r 9,_104„ DINING ROOM 8'-1 1/8" CLG. HT. 5'_61" 3,_2„ 19'-10" T6"xT-6" CONIC. PAD 1© IIIIIIIl1111C]IIIIIIIIIIIC7�1[]IIIII 1 1� ■ � 8o 1 PLATFORM HT. 34" 11, 2 � @ II N i0 I III b o) 11 T 12068 2068 BF� I = '4 I or +- C fix$ WAIC I u-� 04 0° Z " O KITCHEN ° u2 7.0 70 8'-1 1/8" CLG. HT. Cly _ 10'-8" I MICROABV.[R.O.] REF. NF, FLEX SPACE 8'-1 1/8" CLG. HT. ROOF G.T 10'-74" HDR. @ 6'-8" T-7„ 12'-0" Moe 4'-5" m = � IPE v s CD LL I o In W,M „ I v. 34• 2-9' g FOYER � 1 1/8' CLG M� 3'-11" T-11" Y `° NTRY -- '-T CLG. I _ 1/8" CLG. ], O,,t 2 I� M, BATH V-1 1/8" CLG. H1 rII Irrn T-T U 1/8" CLG. 19 I I i•� 1 6'-5q' x1 e 1� W.I.C.00 i a .1 1 8'- 1/8" CLG. H V. r " 26 8 BF 1'-118" 6'-8 4 25 SH N HDR. @ 6'-8" w O FER BEDRC 8'-1 1/8" CLG. HT. _cN 2868 S.C. - - - r-�= ATTIC _ .AGC£SS_ _ J 18' -84" 25 SH HDR. @ 6'4- O W.H. O PROVIDE PROTECTION H.B. PD � I 0 2 CAR GARAGEso1 N MMsc 1,, 2. 2-C 8'-1 1/8" CLG. HT. A.F.F. A __ --------------8.0- ---o , ROOF G.T. j TYP. @ �O GARAGE I JAMBS =J D1 I O I HEAD DOOR----- -- _---__--t6070OVER ------------------------------ 2' 0" 16,-0„ T 10" 20'-0" 39'-10" 2'-0" LL UOw zLL aw H to 003 ma FURRED -OUT WALL, SEE A/8.0 ON ELEC. PLAN 0 0 0 O N N T 0 NO CD N CUBIC VOLUME: 12 FLOOR PLAN SCALE: 1/4" = 1'- 0" BEAM SCHEDULE 2 MARK BEAM SIZE CONNECTIONS (2) . 2 x 1112 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BMi 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 (2) - 2 x 10 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTA18 TO ROWS OF 12d NAILS @ CMU COL U N O ON ROOF PLAN WALL TYPES LEGEND Masonry 8" CMU @ V-1 1/8" A.F.F./ Furring, Insul., and D.W. Framing ® Standard 2x4 Framing - Wood or Steel ® Standard 2x6 Framing - Wood or Steel © Interior Bearing Wall Frame Wall LocatedbelowA.F.F. wCap GENERAL NOTES NOTE-1: OPTIONAL CROWN MOLDING TO BE INSTALLE ONLY IN THE FOLLOWINGS ROOMS: • FOYER GREAT/FAMILY ROOM • DINING ROOM KITCHEN/NOOK MASTER CEILING AND TRAY • FLEX/DEN AS NOTED NOTE-2: 40 MIL PVC SHOWER LINER IS USED FOR ALL • Wood Or Steel 12" O.C. TYP EACH SIDE WINDOW SCHEDULE (2)- 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP Insulated Interior Partition MASONRY OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO WINDOW TYPE SIZE ROUGH OPENING BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN BEARING WOOD WALL SCHEDULE 1H2 SH 251/2"x25" 271/4"x26" ..- -` - 12" O.C. TYP EACH SIDE 1 H3 SH 25 1 /2" x 37 3/8" 27 1 /4" x 38 3/8"/ 3 Y2" x 9 Y4" GLULAM CONNECTION: PROVIDE (2) USP CONNECTION & FASTENERS 1 H4 SH 25 1/2" x 49 5/8" 27 1/4" x 50 5/8" STUD LUMBER UPLIFT BM4 (1.9E / Fb=2,400 PSI) WOOD OR (2) USPHTW24 18 MARK SPACIN TOP BOTTOM SPECIES CAP. [plt] 1 3 SH 25 1/2" x /8" 27 4" x x 63/ / WOOD POST OR (2) USPTA18 TO 23 SH 36" x 37 3/8" 37 3/4" x 38 3/8" CMU COL. U.N.O. ON ROOF PLAN ' BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS ND 24 SH 36" x 49 5/8" 37 3/4" x 50 5/8" / 3 Y,' x 11 Ya"GLULAM CONNECTION: PROVIDE (2) USP SVP UPLIFT (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO T W/ RTEA W/ 25 SH 36" x 62" 37 3/4" x 63" BM5 33 SH 52" x 37 3/8" 53 7/8" z 38 3/8" WOOD POST OR (2)USPTAI8TO BW5 16" (5) 10d NAILS -STUD; (5)10d NAILS -STUD; SYP 450 CMU COL. U.N.O. ON ROOF PLAN (5) 10d NAILS -PLATE (4) 10d NAILS - PLATE 34 SH 52" x 49 5/8" 53 7/8" x 50 5/8" (2 RTaA W/ 2 R W/ �• 3 Y2" x 16"GLULAM CONNECTION: PROVIDE (2) USP 35 SH 52" x 62" 53 7/8" x 63" (5) 10d NAILS -STUD; (5) 10tl NAILS -STUD; SYP 900 BM6 (1,9E / Fb=.2,400 PSI) MSTA18 OR (2) USPHTW24 TO BW6 16 (5) 10d NAILS.- PLATE (4) 10d NAILS- PLATE 4030 SH 47 1/2" x 35 1/2" 49 1/4" x 36 1/2" / WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN BW 10 12" (2) 16tl TOENAILS (2) 16d TOENAILS SyP uPU235 Fr (2) -25 SH 72 1/8" x 62" 73 7/8" x 63" - SH 105 3/8" x 62" 107 118" x 63" 1.1 r PROVIDE 2 USP aA / RIBA w/ 5Y9 x 16" GLULAM MSTA18CONNECTION:O RT (3) -25 SH 108 1/4" x 62" 110" x 63" e i 5 10d NAILS -STUD; 5 10d NAILS STUD; 1 O (1.9E I Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO BW 11 12" O O SYP s00 ♦ _i /) l BM7 WOOD POST OR (2) USPTA18 TO (5) 10tl NAILS - PLATE (4) 10d NAILS -PLATE 1 H3 FX (PW) 25 1/2" x 37 3I8" 27 1/4" x 38 3/8" CMU COL. U.N.O. ON ROOF PLAN ((55) RTBA W/ (2)) 10d NAILS -STUD; (5)11Gd NAL S -STUD; 3010 PW 36" x 11 1/2" 37 3/4" x 12 1/2" Y2 BW 12 2" 0d NAILe ; 3 ' x 14" GLULAM CONNECTION: PROVIDE (2) USP (5) 10tl NAILS -PLATE (4) 10d NAILS- PLATE SYP 1200 3012 PW 36" x 13 1/2" 37 3/4" x 14 1/2" B64 BMs (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO 3040 PW 353/4"x471/2" 371/2"x481/2"" NO WOOD POST OR (2) USPTA18 TO CMU COL. U.N.O. ON ROOF PLAN 4010 FX 47 1/2" x 11 1/2" 49 1/4" x 12 1/2" w! sill 4040 PW 47 1121, x 47 1/2" 49 1/4" x 48 112" GENERAL BEAM NOTES 4044PW 4712"x511/2" 49 1/4" x 52 1/2" :6'�•;} PTE °P 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED DOUBLE 2x HEADER, SEE FLOOR PLAN FOR MIN SIZE. 3715 FX 36" x 14 1/2" 37 3/4" x 16 1/4" w/o sill '+,,'.'� ,Y . - X� •' SEE K/D FOR CONNECTION INFO. IF HEADER IS �'" r- ".... . O•�' (MIN 4" BEARING EACH END) WITHINWALL INDICATED ABOVE WITH NO UPLIFT, 37 3/4" X 15 1/2" Wit r' . ^" 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS CONNECTORS INDICATED IN V CAN BE IGNORED. �\- FRAME +�`ot' 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY / 1l e l 11 WITHOUT WRITTEN APPROVAL FROM THE E.O.R. T/ WALL MASONRY WALL SEE WINDOW TYPE SIZE ROUGH OPENING PLAN SEE PLAN 2020 SH 23 1/2" x 23 1/2" 24" x 24" (1) 2x SYP #2 STUD 2024 SH 23 1/2" x 27 1/2" 24" x 28" DOUBLE 2x 1x6OR 1x8 FUR STRIP 2030 SH 23 1/2" x 35 1/2" 24" x 36" TOP PLATE STANDARD HOOKS, 2040 SH 23 1/2" x 47 1/2" 24" X 48" Tome best of the Engineers kkb.,ne ge, Information and belief, SEE MS052.0 FOR MOP 2DSD SH 231 /2° x 59 3!4" 24° X 6D 1 /4" the sVucturel plans and speciFlcontained within these 2x STUDS PER INFO tlrewings comply with the 2020a Building Code - PLAN/SCHEDULE 3030 SH 35 3/4" x 351/2" 361/4° X 36" Resitlential7th Etlition. Enginanature antl seal Is oNy for ATTACH FUR STRIP TO the stmctural engineenn8 Podithe drawing pages bearing MASONRY w1(2) ROWS 3040 SH 35 3/4" x 47 1/2" 36 1/4" x 48" Engineers signature end seal. 2x MID -SPAN BLOCKING 0.099" X 1-1/2" CASE 3050 SH 35 3/4" x 59 3/4" 36 1/4" x. 60 1/4" W/ (2h 12d TOENAILS @ HARD NAILS @ 12" O.C.. EACH END FOR WALLS ATTACH FIRST 2x STUD 3450 SH 39 1/2" x 59 3/4" 40" x 601 /4" W TALLER THAN 8'-0" TO FUR STRIP 2A1 4050 SH 471 /2" x 59 3/4" 48" x 60 1/4" M' E. w ROWS OA D NAILS a $ c � � J CASE HARD NAILS ® 2 3030 SH 71 5/8" x 351 /2" 721 /8" x 36" w " CONNECTORS TOP AND BOTTOM PER 12" O.C. ( )- (2) - 3050 SH 71 5/8" x 59 3/4" 72 1/8" x 60 1/4" V N N c 'rt LL u 0 PLAN/SCHEDULE (2) - 2630 SH 59 1/8" x 35 1/2" 29 5/8" x 36 9) • SEE FOUNDATION PLAN FOR MORE 3010 PW 35 3/4" x 11 1/2" 361/4" x 12" - '..... : a;., `j' "• INFORMATION 3012 PW 35 3/4" x 13 ld' 36 1/4" x 14" 0 ='d o 0 Z �0 c ~ 2x P.T. wl 318"dla. x6"'_G. HEAVY-DUTY SCREW ANCHOR (WEDGE BOLT OR EQUAL) 3017 PW 35 3/4" x 18 3/4" 36 1/4" X 19" 0WHEN m m 4"PL. WASHER TVP. w/MIN. 1-3/4" wG x 11 w ( ) AS A SHEAR WALLN(2®2x SYP #2 TO BE USED Afi 3040 PW 35 x 71 1 /2" 3 / " x 72" 4 S as d r W o ¢ � � d N °' EDGE DISTANCE; OR 1/2" A.B. OR 112" A.T.R. EPDXIEDw/7" MIN. EMBED.(IFATSTEP, 7" END OF WALL w/(3)tlg"x 4040 PW 112" 471/2"x471/z" 4 48"x48" W _ , H c� f° o Z ¢ MIN. EMBED, PAST LOWER SLAB); @ 32" O.C. 6" USP WEDGE EXPANSION ANCHORS 30 - 1/2 ROUND 35 3/4" x 17 7/8" 36 1/4" x 18 3/8" m 0 `" ° ❑ TO BE USED IN LIEU OP CASE HARD NAILS SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER W * ^ SEE NOTE 7 BELOW • • OF FASTENERS PER WINDOW. BEARING WALL DETAIL DOOR SCHEDULE NOTE: ALL SWING DOORS ARE INSWING AND IF YOU NEED 0 TSWING -13/8" OFF HEIGHT DOOR TYPE SIZE MASONRY OPENING2-0 o [IN -SWING] 25 1/2" x 82" 29" x 83 3/4" 9 GENERAL BEARING WALL NOTES 2-8 [6-8] 331/2"x82" 37"x833/4" [IN -SWING] [8-0] 3.0 [6-8) 331/2"x98" 37 1/2" X 82" 37"x993/4" 41" x 83 3/4" /� l/i a 7 SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP p2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED [IN -SWING] [8-0] 37 1/2" x 98" 41"x 99 3/4" /\VI'r//\ r J 4. CONTACT E.O.R. IF SP4's SPB'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TO VERIFV THEY MEET THE STRUCTURAL REQUIREMENTS. 3-D W/ (1) SL [6-8] 51 1/8" X 82° $4 5/8" x 83 3/4° 5/8" 99 3/4" M FLOOR BASE CONNECTION TO BE IGNORED. SEE [IN -SWING] 18-01 51 1/8" x 98" 54 x U 5. IF SW" IS INDICATED ON SECOND WF06/134 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST 3-0 Wit (2) SL [6-8] 64 1l2" x 82" 68" x 83 3/4" FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) IN -SWING [8-0] [ ] 64 1/2" x 98" 68" x 99 3/4" 6. ALL 2x EXTERIOR WALLS w/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE N $ ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 6068 SGD 72" X 80" 75 1/2" x 81 3/4" (>3 7. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10, THESE WALLS in ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE ZX PLATE CAN BE ATTACHED WITH HARD CASED 6080 SGD 72" x 96" 75 1/2" x 97 3/4" =_ E z! NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT ® r6 8 INDICATED IN THE BEARING WALL SCHEDULE. 8. SP1/SP2 DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD IN THE PLATE TO ACHIEVE 8080 SGD 96" x 96" 99 1/2" x 97 3/4" 'c w _ THE TABLE LOAD. 10d=0.148" DIA. X 3" LONG. 9068 SGD 10613/16" x 80" 1101/4" x 81 3/4" m x o S m COLUMN SCHEDULE 9080 SGD 106 13/16" x 96" 110 1/4" x 97 3/4" MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Uo) Ali 12080 SGD 141 1/8" x 96" 144 5/8" x 97 3/4" (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT C3 HTT45 w/ 5/8" ATR & (18) (A) g180 8'-0" x 7-0" DOOR 96" x 84" 96" x 84" HOMES C4 3 2 x #2 SYP () 16d X 1-1/2" NAILS GARAGE ATTACH BASE w/ (B) (2) LSTA24 2470 16'-0" x 7'-0" GARAGE DOOR 192" x 84" 192" x 84" 3999 West First Street 4 x 4 P.T.#2 SYP HTT45 W/ 5/8" ATR & G = 5 SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER Sanford, FL 32771 C5 POST (18) 16d NAILS U = 4160 OF FASTENERS PER DOOR. (407)302-9871 cs 6x6P.T.#2 SYP HTT45 W/5/8"ATR & G=1soo5 HEADER SCHEDULE POST (18)16d NAILS U = 4160 Fc-fl4 x 6 P.T.#2 SYP HTT45 W/ 5/8" ATR & 4160 MARK HEADER SIZE REMARKS POST (18) 16d NAILS 1 (2) - 2X6 #2 SYP SEE NOTE #5 5.25"X5.25" P.L. 1.8E UPHD8 W/ 7/8" ATR & (24) W/ 1/2" FLITCH PLATE v C11 Fb=2400 (WOLMANIZED 1/4'D(2-1/2" WS3 WOOD 8185 2 (2) - 2X8 #2 SYP SEE NOTE #5 m '0 0 IF EXT.) SCREWS W/ 1/2" FLITCH PLATE to NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEL 3 (2) - 2X10 #2 SYP SEE NOTE #5 to CONNECTOR & FASTENERS. W/ 1/2" FLITCH PLATE rn GENERAL COLUMN NOTES 4 - 2X12 #2 SYPNOTE#5 W112"FUTCHPLATE SEE > 1. SEE FUR. PLN. FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH 5 3 1/2" X 7 1/4" GLULAM (1.6E/Fb=1,500 PSI) ULj UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP#2 LINO ON PLAN. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS T to - 3. NAIL BUILT UP STUDS PER DETAIL K/D1 MINIMUM BOLT EMBEDMENT: 1/2" ATR 2x4 WALL 2x6 OR 2x8 WALL N N 5" EMBEDMENT FOR 6" EMBEDMENT FOR 5/8"ATR OPENING JA KS KI Gs JACKS KINGSU L t`'> 8" EMBEDMENT FOR 7l8" ATR SIZE EA END EA END EA END EA END _Q coC_J LL 4. SEE WOOD CONSTRUCTION NOTE #4 ON SN SHEET FOR CORROSION 1'-0" - 3'-11" (1) (2) (1) (2) r0 y INFORMATION >4,_0„ BUT <g,-0" (2) (3) (2) ( g -0 V ) CD 160 MPH OPENING PRESSURES 10'-0"-16'-0^ 3 4 3 .a) N AREA TABULATION A C&C LORDING-ENCLOSED-EXPOSURE"B"-z3'MEAN ROOF HT. GENERAL HEADER NOTES a E� O 1= Q- FIRST FLOOR PLAN 1546 SQ. FT. EFFECTIVE WIND AREA (SQ. FT.) INTERIOR WALL ZONE (4) (MORE THAN 4-FT. FROM BLDG. EXTERIOR WALL ZONE (5) (4-FT OR CLOSER TO BLDG. CORNS o L E 10 c T N y W B n LL c ILL 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED CORNER 2. HEADER IS THE SEE PLAN FOR BEARING WALL TYPE a -, C o LIVING TOTAL 1546 SQ. FT. 0-19.99 C +27.7PSF l-30.0 PSF O +27.7 PSF /-37.0 PSF AND FOLLOWINSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR INSTRUCTIONS WIT A IN 0 N0. 21-9260 REQUIRED CORRECTIONS UNO ON PLAN. Reference 20 - 49.99 O + 26.4 PSF / - 28.0 PSF ® + 26.4 PSF I - 34.0 PB6 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER Sheet: GARAGE 408 SQ . FT. CONNECTION FOR REQUIRED CONNECTIONS. 42 SQ. FT. 50.99.99 O + 24.7 PSF / -27.0 PSF 5 + 24.7 PSF / - 31.0 PEP 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH 3 ENTRY PER DETAIL K/D1. ARf= A 1996 SQ. FT. SOFFITS ZONE) + 27.7 PSF / - 37.0 PSF 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 10d TOTAL (END COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 LARGER, FLOOR PLAN GARAGE DOORS ® + 24.3 PSF I - 27.5 PSF 6. OR HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. ELEVATION NOTES pia 00 FIBERGLASS SHINGLES, TYP. 12 4� 6"ETCHED BAND T.O.M. STD. C.L. PREWIRE O --�--.—114-------4u-u-------. 11— —i Iii---——— --nill I—_-1--_-- 4" ETCHED BAND 6" ETCHED BAND 12 4� 12 4� IR.--I-I ---------------------------------- 1'-0" 6" ETCHED BAND - FIBERGLASS SHINGLES, TYP. 12 Q 4 BLOCK----------------------------- Y5" FRONT ELEVATIO C( AI P- 11A" - 1'- ---20'-0"X1 R- ----------------------------------------------�CONC. PATIO SLAB IMMUCIi W11=iN EAVE AND GABLE OVERHANG 12" ALUM, FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the "CALCULATIONS BASED ON THE FOLLOWING VALUES"' • RIDGEVENTS - 15SQ. IN. OF NET FREE AREA/ FT. • OFF-RIDGEVENTS- 140 SQ. IN. OF NET FREE AREA/UNIT • SOFFITVENTS - 22.3 SQ. IN, OF NET FREE AREA/SQ. Fr. 1/150 Rule 1/300 Rule ATTIC SQ. IN. of SQ. FT. of of SCILSQ. IN. of FT. of SQIN and ti n t SPACE ventilation vented to vented soffit ventilation ventilation vented d be provided required ed iM provided required offit by upper nsoffit needed ven[ilabrs FIRST FLOOR PLAN 1996 1916.2 85.9 200 958.1 21 .5 479.0 VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (1st Floor) 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations i r the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal W (.• E m r LoN O Om J LL V ` 9 N LL Nr DLL a a - a Iann i u, o x Z J LL LL 3Z K Z d 0 o° o m 0 LL Zus O ZU M M Z °�00❑ W W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 t iE Q CD W O N to O M (� L�t� y/ o J Y LL O_ m in to �' N (n O 0 W It to t= LL E LO O W a D- z T— N m li c a 0 4.0 ELEVATIONS ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS FIBERGLASS SHINGLES, TYP. 12 4F::�', 12 Q4 STRUCK BLOCK J 20'-0" X 10'-0" CONC. PATIO SLAB T.O.M. 1�WDW. HDR. FIN, FLR FIBERGLASS SHINGLES, TYP. 12 12 Q4 4� 12 12 4 ell 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- --- —-------- 1 r-0° STRUCK BLOCK 20'-0" X 10'-0" CONC. PATIO SLAB Or- N O N r 0 W O J U A T.O.M WDW. HDR. a ------------I---------------------------------------- a ------------------- I ----- FIN. FLR �Tm 00 Z I, = 1'- ION It = 1 r- EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the CALCULATIONS BASED ON THE FOLLOWING VALUES— • RIDGE VENTS - 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF-RIDGEVENTS- 140 SQ. IN. OF NET FREE AREA/UNIT • SOFFIT VENTS - 22.3 SO. IN, OF NET FREE AREA/SQ. FT. 1/150 Rule 1/300 Rule ATTIC SO. IN. of SQ, FT. of LF of SQ. IN. of SQ. FT. Of SQ. IN. of ventilation to [FI:RSTFLOORPLAN SPACE ventilation vented vented soffit ventilation vented be provided required ai provided required upper upper needed needed ventilators a 1996 1916.2 85.9 200 958.1 21.5 479.0 VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq. Inches) Off -Ridge Vent (1 st Floor) 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations .et^sate l te, o. (J .. e C^e•�Ci - O B7s-4 017 ®•fdie I'FitP , the structural plans and speciflfatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages healing Engineers signature and seal. W F �0N^ a# LL 0 y r N � J W Nn,�9x2 LL S Il -, y M M S W U1 Y d Q NLLLL' 3 S2 � Jam �00 rho la-' m W N �m6 J LL Z N IY E N Z J O N U a Z Am W W HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 a w T to Al CN X -T 0 cc 2 LJL m In c U CO V) E 0 zr N m�1� N a 9 0 ¢ 4.1 ELEVATIONS N O O N O a LL N O N 0 V) 0 J ry Q U the structural plans and specifications contained within these drawings comply with the 2020 Ellice Building Code Residential 7th Edition. Engineer'ssignature and seal is only for the structural engineering portions \f the drawing pages bearing oineer's Enoral and seal. \ f m O � U N h ru O 0 M1 LL LL 0: N yjN�m�LLaa a �M w�0 J LLii 3 a 13 i(� o L p 0 OF Y o K O UM ���mm W U) Im 0_G Z N M Z U UUJ Zb.. < � ❑ W 12 412 � Q 4 PRE-ENG TRUSS PER 2 MANUFACTURE SPECS HOMES 4 3 t First et T.O.M.:: — -- Sanford, FL 32771 (407)302-9871 WOW. ----- HOR. ill _ -- ------------------ ----- ----- -- -- 1 r_Orr GREAT L ENTRY FOYER KITCHEN DINING ROOM •°' 00 00 [to OPEN � Q FIN. FLR ------------------------ " =1 -1 I -ll I=1 =11 f 1-1 I= T 1 -1 ll -1 L 1=1 I ll-I 11=w ll1 LI=1 I - =-- LO L - 1 n_- I TF-I4 =I I I =T II1nI1I�I T =L-I ll=ll=l L-III-1 =llI =I III ITT Ll= -11=r -__- •a rn II ITI IT -1 I1=1-ITI-I 1=ITI- L= I_LiI I I- II II III �I III 1I = L�--ICI V N T M T= 1-1 1-1 -I 1-"' -III; -I�-I 1-1 -III- =1 I -III -I L- i x g m ^ m LL LL N W N N FILE Y p,� COPY E zy— N N � LLL cILL aa v a ¢ O 5.0 eBUILDING SECTIONI BLDG. SECTION 1' 5.0 SCALE: 1/4" = - 0" 0 U) O NJ LL U 39' 10" COND. 'Aj ti r- r- r` r- r- I" r r` r` ti r` rn M •- m LO I- r- O Q J14 J14 h 1 I I o J3 h :: { 34 r` h { I J5 h :' { 54 I F 'L1_LL I 55 Lai 15 HGR08 -2Pl1Y h J H07 { a h '• H06 1 1 [ a ::..................... :. ::. H05•, 1 h [ I[ ..................... 4 I h 1 H04 1 a 1 TYR H03 4 H02 t :::: ; : fi h yc II ; T01 II F 4:1� 2 SLOPE 4,12 SLOPE II p H09 h y� : • H 10 x H11 { o n H12 LOU { r o :: k H13 it ................'.'.':.'::::: :... F.............. II v it H14 II N"y. r'LL LL N :.*' ::. .......... ................ I 1 T30 { 1 ' - _ _ T20 i o g 0 0 g o g { 4 T30 a W T20 1'1 1/2' r 4:12SLOPE, { t HGRVLcLLI BE 4:12 SLOPE 4:12 1I1 A J3 34 T21 U) bo 4r J1 14 - T21 b 7 O oY ' o' ��SA 1' 10 1/2" i H22 I 00 _____ _________ __________� 1 - 1 r ti,A H23 i T o O I W I O 1 N 1 N HGR24 0 I l v l J3 J34 1 I 0 I 1 I � j1z J14 oT_ ___ ___ ___ ___ ___ , 6 0' e- ce) LO LO LC) LO 1 1.0 co � -) -) 0AAA �G 12' 0" 7' 101' 20' 0" 39' 10" ENGINEEREDC ADDING WIND PRESSURES AND SUCTIONS FOR MEAN OOFBHEIGOMs05f NTS AND RS H WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 HIP 1 -37.02 -51.06 1 -51.06 -51.06 10 GABLE 1 -37.00 -37.00 1 -58.99 1 -58.99 HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft 3e 3r n K -58.99 1 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (1Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 19/32"STRUCT 1 ZIP ROOF SYSTEM TILE: 19132" STRUCT 1 ZIP ROOF SYSTEM NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2YV x 0 131") NAILS OR ASTM F1667 RSRS-04 (3" x 120") NAILS 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. FRAMING PLAN SCALE: 1/4" = 1'- 0" DRAFTSTOPPING DETAIL R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 112-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 518-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 112-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] ROOF FRAMING NOTES SHINGLE, METAL OR TILE ROOFING SYSTEM (SEE ARCH.) OVER APPROVED UNDERLAYMENT, OVER SHEATHING PER ENGINEERED ROOF SPECIFICATIONS (SEE FRAMING PLAN) ON PRE-ENGINEERED WOOD TRUSSES AT 2'1 O.C. MAX OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE, SPACING, TYPICAL ROOF SLOPE, AND OTHER INFORMATION) ATTN: BUILDING DEPARTMENT PLEASE NOTE THAT TRUSS LABELS MAY VARY BUT, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. PROFILE OTV I 10 SPAN TRUSS TYPE PITCH I LOH I ROH I LCANi RCANT REACTIONS 1 H02 39-IM H02 40000 001048 00-1048 0000-00 01 Dint? 13548 to$ 570,514, Joint ll 1354.8Its , 9051no 1 H03 3MM H03 40000 00198 0010M 00-00-00 01 In12 13548 to$ 583.11is. ,hint ll 135481its, 583.1lot. 1 H04 39 10-00 H04 4.0001 0040-08 00-10A 004MO 00-00.W int2 1354.8In 5943Its . Joint 10 135481in .5943166. ® 1 H05 3940-00 H05 4.0W0 00-1048 DO40-00 OMOD 001 int2 1354.E lbs. 60421bs Joint8 135481its. .6042Its. 1 H06 39-10-00 H06 40000 tF1.10-00 00.10-08 00-011-00 00-00-00 int2 1354.8Its , 1261bs. Joint 10 135481M, 6126Is. ® 1 H07 3atO-0O H07 40000 00404E 0010M 0000-00 004P40 oim2 1354.8Its . 196 is Joint 10 1354.8Its , 1-619-61bs, 14i. 1 H09 39a0JO H09 40000 DolH8 00-10-H 00-00-00 00-00-00 int2 1354,8]its , 5786166575.E Joint ll 1354.01t, is 1 Hf0 39-1040 H10 40000 001048 00-1048 0040.00 0040.00 Joint 1 192A1bs. 11591bs. NM2 13548lbs, a7.71bs, JOIN 11 IN8to$ 587.71bs. 1 Hll 39-10-00 Hll 40000 00-1048 0010-00 0040-00 0040-00 Daft? 1354 8Ibs. 9841bs, Join18 13548ms, 3984Its . 1 H12 39440 H12 4OON 00d0-08 00-ID-00 0000-00 00-0000 oim2 1354,E Its. 0771bs. Joint 135481bs. -60?7Its , ® 1 113 39-10-00 H13 40000 00 IRS 00.10-00 0040-00 OO-0TN im2 1354,8Its . 1551bin Join110 13548Its. 815516s, 1 H14 39-ID-00 H14 40000 001048 0a10-08 0000-00 004000 0im2 15401bs, .nibs. JoiflID 1354BIbs. Ozz.oros. ,® 1 H15 39-10-00 H15 40000 00 IRS 00.10-08 DO4000 00-0O-W oim2 11548 to$ 27.11bs. Joint 10 13548Its . .627.1Its, ®7 1 H22 zaoO-0o H22 4N000 Im-1o4a Da10-0s o0-0o-60 0040-00 oim2Joint03 o0.3Its . 319.5Its . i Oo.3t:. 319.5lbs. 1 H23 2000-00 0 40000 0010-08 00A0-08 0040.00 0040-00 Joint 2 700.31is, 9.9It Joints 700.31bs. .329.9lbs. 1 HGRO8 39.10-00 HGROR 40000 00.10-08 00.10-08 OO-00-00 01 Join 2 IS 2lbs. 20842lbs. Joi"to 291821bs. -20842Its. 1 HGR24 20-00-00 HGR24 40000 00-1048 0010-08 00-0000 00-00-DO 0in12 11215lat. 43.914s. Joint 11215Its. .843.9Its . 1 HGR31 124-H HGR31 4,W00 00-104)8 OO-N-0O NOJO-o 01 oin12 57221Us. 0321bs, Join 629.0Ins , -444.6lbsjoin 12 J14 01�00-00 J14 40000 00.10-08 OO-0fl-0O OO-0O-0D W-0000 90.71bs. 1323lbs. 1051bs. -83lbs. Joint4 10.E Ib& 061ts, 1� 12 J34 0344-00 J34 40000 00.10-08 00-03-00 00-00-00 W-00�00 4i 14321bs. 32I 149,6Ion; Join 5571bs. -72.8lbs. 3]IO t4 4981bs. 6,1lbs 12 J54 05-0D-00 J54 40000 00.f0-00 00-00-00 00-00-00 00-00�00 067 06.71bs. 187.3 Us. Joint 3994li 9941bs. -134.31bs. Jaint4 8711bs. 61 lbs. 14 J74 moo-0N J7a 40000 oo�1O-0a 00 00-DO OO-0O-0o oo-00 Oo 73 351bs. 22891bs. Joint 2s5lbs -6991bs. Joints 1ea.mts. 1263lbs. 4 JGR54 06-1 RE JGR54 28300 01-0244 00440 00-00.00 OMN-00 oim2 295.81as. 292.1 Its. joint 142.51on -180,8 to$ Joint4 1239lbs. .27.8ins . 2 JGR74 09-09-05 JGR74 28300 01-02-04 00{q40 00430-00 004-00 oim2 428216s. LD lbs. Joint 82.5lbs. -100.5 to$ Joints 3396It 256,9!Its , G-� 9 M01 05-11-10 M01 4,0000 0040-08 DO-00-00 00-00-07 W-00-00 Dint? 235.4IDS , 227.3lbs, Joint 189.116s. -194.4 ibs. 1 TOO 39-104 T01 40000 004040 O0.40-00 0040-00 00-00-00 0in12 3548Its. 6421bs, JOin110 13548lbs -564.21bs. ® 3 T20 20-00-00 T20 40000 00 ONO 00-104H OM.00 00-00.00 Joint 59.1to, . 254316s. Joints 701.11bs, 31251il ® 2 T21 200040 T21 40000 00-10-08 D10-08 OOaO-0O 0000m in2 MOO al 3121 he arms 7003lbs. 312.1Its. 2 T30 12-0040 T30 4.DOM 00-10-00 0000-00 CO-0O OO 00-01100 omt2 377Ibs. 211.51bs. Jmnt4 3945Ibs. -152.1 lbs. 2 Vol 01-0s-14 Vol 4.0000 00-00-00 00-00 00 00-00 GO as-0o40 ointl ums. 10 81 bs. Joint? 21.716s .22 2Its . Joint laslbs. 5.71bs. 2 v02 0349-14 vo2 4000o Oo-o040 No4aaN 00-00-00 004040 Joint 1 92 311, 326lbs. Joint3 923its . -48.4Its . 2 VO3 r059 t 03 4000D 00-00-00 00-00-00 00-00-00 00-0000 758.31bs. 5fi.11bs, 15831bs. �82.91bs. USP HARDWARE - 160% 2019 59TH EDITION CATALOG MARK PRODUCT CODE# REF # FASTENERS UPLIFTS I R OF 15% 16d NAILS - 2 TOP CHORD NAILS / 2 BOTTOM CHORD NAILS 6" LONG TRUSS FMFF006SDWC FASTEN MASTER 690 SCREW 16600 SIMP50N STRONGNG DRIVE 16 615 HUS 26 MUS26 04116d HEADER (6) IN TRUSS 1640 2765 1 HUB 28 HUS28 (22)IN HEADER (8) IN TRUSS MID 4036 2 JU528 LUS26 (4)IN HEADER (4) IN TRUSS 840 860 3 MP6F LTP5 (GO I (6) 8tl TYPEII RIM BOARD / 595 695 q PLATE MPA1 A35 (6) Btl STUD TO PLATE 625 626 5 (6) 8tl RAFTER TO PLATE SKH 26 LIR SURIL26 (6) IN XE DER12" JACK 1135 890 6 SKHH 26 IJR --- (18) 16d HEADER 796 1795 7 (12) had X 1 112" JACK SUN 26 U2g (6) i6d HEADER 756 1an00 8 IN X 1 112" JACK SUN 28 __ (8) IN HEADER 876 1336 9 (6) IN X 1 112" JACK THD 26 HTU26 (18) IN HEADER IN X 1 112" TRUSS 2265 3000 10 (12) THD 28 HTU28 (28) IN HEADER 2316 4200 11 (16) IN X 1 112" TRUSS THD 28.2 HTU28.2 (28) IN HEADER 2595 4860 12 1 (46) 10d X 1 112" TRUSS THDH 28-3 HGUS28-i (36) 11d HEADER 4345 8176 13 (12) IN X 11/2" TRUSS THD 48 HHUS48 (28) 16d HEADER 2b95 4860 14 (16) 10d X 1 1/2" TRUSS HJC26 THJU26 (5)10d HIP (16) IN HEADER 2345 3055 16 (7) IN JACK (2) MTW 12 (2) MTS12 (14) IN OR 10d 1112" 2370 16 &8" ANCHOR BOLT ir' (2) MUGT 15 (2) MGT EMBEDDED 8990 17 (28) IN 1112" GIRDER EACH (2) RT 16-2 (2) H70-2 18) 1/2" 2120 6 Bd 1 TRUSS (2) MSTA 24 (18)10d I (18)10d 3280 19 MSTA(2) RTBA H8 (6) land X 1 112" TRUSS 1 760 20 (5)10d X 1 112" PLATE (6) land POST 21 C 44 BC4 (6) IN X 1112" BEAM 841 FA3 MA$ (4)IN X 11)2" TOP 1410 22 (2)10d 1 112" SIDE HC620 CLIP GBC (11) 8tl PLATE 615 23 (6) 8tl STUD HHCP2 CORNER CLIP HCP2 (10)INX 1112"TRUSS 680 24 (10) IN X 1 112" PLATE HTA 20 HETA20 (9)1Do X 1112" 1870 26 (2) HTA 20 (18) IN X 1 1/2" U30 28 HE(2 2 HOW 24 HTS24 (20)10d 1356 27 LTHJA26, (16) IN HEADER (5)10D HIP HJC26-SK60 THJA26, (7) IN JACK 2345 3055 28 THJU26 HHUS210. (38)16d HEADER THD 210-2 2, (20) 10tl X 1 112" TRUSS 3905 6600 29 HTU210-2 KST 237 MST37 (48) IN 5140 W LPTA LTA? (10) land X 1 112" 1470 31 FACE OF GABLE WI2X4 LSTA 36 LSTA36 (22) 1Do X 1 1/2" 1"0 32 LOW 12 LTS12 (12)IN 780 33 LTS208 LTT20B W ANCHOR WEDGE BOLT 31/4" 1100 34 EMBED (10) IN X 1112" STRAP LISP 12-17 LBP11?Z 112"J-BOLT NIA 36 ORION6 H6 I SPLATE 980 36 88o STUD MSTA 12 MSTA12 (10) 10d 935 17 MSTA18 MSTAie (14)IN 1310 38 MSTA 24 MSTA24 (18)IN 1640 39 MSTA 30 MSTA30 (22) IN 2065 40 112 MTS12 (14) IN 1185 41 fitfit18 MTS18 (14) IN 1185 42 FRAME-(2) 618" BOLTS, (8) lad HUGT2 HGT-2 BLOCK- (2) 314" BOLTS, 9676 12"EMBEDDMENT EXPDXY (8) 43 IN (28)10d (1) 5/8" ANC BOLT 12" EMBEDDED 'WHEN MUST 15 MGT NEEDED ADD PHD2(10) WS3 4495 SCREWS & (1)5/8"THREADED 44 IROD NP373118"X7" TP37 (6)HEADER NA q6 (6)IN 0tl X 1 112" TOP OF BOT. SEC. PA 28 PA28 (15) IN 3700 46 JL281F-TZ -,_ () HEADER 730 1215 47 (44) IN Otl % 1 11T' TRUSS PIT i8A HiOA, filled TOP PLATE 1020 48 H14 (9) IN X 1 ilr' TRUSS FIT 16.2 Haan-2 (a) Btl TOP PLATE 1080 49 (8) IN X 1 1/2" TRUSS PIT 6 CLIP IJR Hb (4) so PLATE 380 TOP PIT 3A CLIP LIR H3, (4) Btl TOP 345 S/H3 (4)8d BOTTOM TA 12 META12 (5) IN X 11hr' 990 16�4 TA 14 META12 (7) IN X 11/2" 1205 TA18 META18 (8) lod X 1 11r' 1206 (4) IN X 1 11r' 780 (21 TA 18 (2) (8) IN X 1 112" 1-PLV 2410 META18 (8) IN X 1 112" 2-PLY TAM META24 (8) IN X 1 112' 1206 66 (2) TA 24 (2) (8) tptl X 1 112" 1-PLY 2410 57 META24 (8) 10tl X 1 112" 2-PLY HDU2-SDS 5181 BOLT 5618"EMBEDDED 68 PH02A 2.6 EPDXY (6) WS3 WOOD SCREWS 3215 THOH614 HGUS5.601 (68) IN HEADER, (22) IN TRUSS 5306 11326 69 14 HU51.8111 (30) i6d HEADER (10) 16d TRUSS 4110 6060 60 HUS179 0 (22) land X 1 1/2" HEADER 1275 3366 61 THF17157 US1.81116 (6) IN X 1112"JOIST (2) HIM 24 (2)HTS24 (24) IN X 1 i/2" OR 2730 62 (20)IN THDH 414 HGUS414 (18) IN POST nos 11325 63 66)IN TRUSS HGA IOKT HGA10KT (4) WS15 RAFTERITRUSS 790 84 (4) WS3 PLATE (14)IN STUDS (2)IN PLATE 66 LUGT2 LGT2 (16) 10tl TRUSS 2260 (2) LUGT 2 (2) LGT2 14) land STUDS (2) IOd PLATE 4520 66 ) 10tl TRUSS (2) MTW 24C J141 IN OR (14) IN X 1 112" 2370 87 MT(224C THD 26.2 HHUS26-2, (18) IN HEADER 2340 3125 88 HTU26-2 (12) IN TRUSS Hai (26) IN or (261 IN STRAP HTT45 HITS &8" XB" THREADED ROD N05 69 EPDXYED 12" EMBEDMENT (2) SIT 5 CLIP LIR (2) H5 (4) N TOP ATE 760 70 Sid TRUSS BLOCK - (2) 314" THREADED ROD HUGT3 HGT-3 EPDXIED WITH 12" EMBEDMENT 9860 71 GIRDER -(8)IN SPT24 SP2 (6) IN STUD 1 (6) IN PLATE 1090 72 Ithe structural plans antl 5pedfica(ionscontained within these Ilawings comply with the 2020 Flhrida Building Coda - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearina Ehomes a donature and Seal. W $� I. Q vE a �' u o cDi, a O O W(p J N C N 0 W�WW in u1 W a a JO LL LL (� Z o = Pih C co m 0 Co m W °°aWG J L LL ry Cl y O M Z UJ N OR 00❑❑❑ LIM = W ON HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 s o) Qas W N M U O Y U_ A DO 1:13 0 -0 1_ CN N 0 d N O Sitd' In o LL BIC) z f N rn o N e r- LL a U_ d J Q a O 6.0 FRAMING PLAN c ` W - Q KITCHEN N O N n in O J rr Q U 211 2„ 2„ 2 P MIRROR MIRROR I n 3'-4a' �0 �_ M �j� I j v�wACL o rA d o o M = o I I a ?0 io = 1B oo �� oo oo �^ aJ ese- ® 0-1 J N U to V U SH x ®moo 0o p a @6%' E-- Z'�,�pKITCHEN ® as DW z® aE o M ®n p 1 x � r 7. 8'-1 10 CLG. HT. -cWASHER DRYER ._.. 10r-8e - .� 6"_6_' I MICROABVA.�R.O.] —z, OPTR E :N 34' V 6 . 3 :3; 9 N STD. KITCHEN KITCHEN ISLAND BATH 2 MASTER BATH LAUNDRY �' b F HS � 811 1/ STANDARD KITCHEN SCALE: 1/4" = 1'— 0" 'I'ND KITCHEN 3611 UPPERS' FLUSH SH BAR TOP i B36 1T D BUTT ------------ f 17-0 a ,�0�, .• •� iJS• S7 4 M y m r• AT or rr�r3.10 the stmcd ral plans and specifications nteined within these drawings comply with the 2020 PlorMa ullding Cotle - Residential 7th Edition. Engineers slA is re and sealls onlyfor the stmctural engineering portions of the cawing pages bearing Engineefs signature and seal. Q N E ry� O W YC o 4 J W r N 9 LL a a cl N') t`M W N Zt - � 2O WNgOp¢aK z m o¢Kh O N M 2 J U N 9® HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 N m N 1J ® u— CD W VJ Ln A\ U -0 M N co LO L Di o J acQ . m 0 N <n .- �O " °'"t .. o d CL FILE COPY E =r N r, IL °L U a j Q n o m INTERIOR ELEV W P/ STD. C.L. I I GREA ROOM TN EGFOR \\ FAN \ I \ 7 78" DINING RO M 5'-6" T..... I G ----� I �I fl �I 1�JI 0 I KITCHEN �n/7-- /py6 d, • G� A MICRO ABV. REF. OPT. GFF ' FLEX SPACE PROVIDE BRACING FOR FAN N O N 0 fn 0 J a U OPT. BEDROOM 3 PROVIDE BRACING FOR FAN \ \ S9 \\ II \ r `-Q In It t� =- LL W_"''. M. BATH W Plu I \ GFI � 1 I ENTRY p COND. A/C DISC. BEDROOM 2 PROVIDE BRACING FOR FAN s`r; // I I .I.C. I / I I V SD MASTER BEDROOM I PROVIDE BRACING FOR FAN \ GFI @ 42" GFI @ 42" \ \\ I P.C. ® _ I IN ATTIC \\ GAR. DR. OPENER TGAR. DR P.W. r-------------------------------I 0 i+o E I C /JPANf L I I I I I I I I I I I I I I I I M METER _ BASE 0 io / Y STD. C.L. STD. .L.` '� ` i / / PREWIRE PREWIRE _• _ --'�" n 3'-0" o c0 O V WALL PANEL FIN.FLR. (PANEL WALL DETAIL SCALE: 1/4" = 1'- 0" ELECTRICAL PLAN SCALE: 1/4" = 1'- 0" ELECTRICAL LEGEND POWER SYMBOLS 110-115 RECEPTACLE WP WEATHER PROOF e- SINGLE POLE RECEPTACLE VP VAPOR PROOF SWITCHED RECEPTACLE GFI GROUND FAULT INTERRUPT QUAD RECEPTACLE A ARC FAULT INTERRUPT CEILING / SOFFIT RECEPTACLE 48 MOUNTING HEIGHT El I FLOOR RECEPTACLE Goo GARAGE DOOR OPENER 220 RECEPTACLE PS PULL STRING 0 so SMOKE DETECTOR (� MOTOR QCARBON MONOXIDE DETECTOR O BATH FAN COMBINATION SMOKE AND BATH FAN AND LIGHT COMBINATION CM/SD CARBON MONOXIDE DETECTOR ISO ISOLATED CIRCUIT SINGLE POLE SWITCH 14/3 WIRE SWITCH $3 THREEWAYSWITCH OPTIONAL CEILING FAN PREWIRE ®I SPECIAL PURPOSE G J OPTIONAL LIGHT PRE -WIRE I DISCONNECT STANDARD CEILING FAN PREWIRE ELECTRIC PANEL STANDARD LIGHT PRE -WIRE METER BASE LIGHTING SYMBOLS CEILING MNT LIGHT FIXTURE 2' FLOUR. SINGLE BULB WALL MINT LIGHT FIXTURE 4' FLOUR. SINGLE BULB m WALL WASH FIXTURE 4' FLOUR. DOUBLE BULB 107 LED LIGHT 4' FLOUR. WRAP ® BATH FAN AND LIGHT COMBINATION -- fj-11---- ROPE LIGHTING DOUBLE FLOOD LIGHT T SCONCE LIGHT tN EMERGENCY LIGHT ® EXIT LIGHT SIGN LOW VOLTAGE SYMBOLS l_1 .SPEAKER PUSH BUTTON / DOOR BELL ® 1 TV OUTLET a DATA OUTLET ► TELEPHONE 8 THERMOSTAT ©H DOOR CHIME ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE 150 = #1 Copper or 2/ 0 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. A/C DISCONNECT . COPPER TO APPLIANCES AND GFI RMP COPPER TO LIGHTS AND OUTLETS W COPPER TO WATER HEATER SERV. COPPER TO RANGE R CO.COPPER TO HVAC TYPICAL ELECTRICAL PANEL !f4 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 Chandelier Bottom AFF Garage Po Miconvave Outlet " AFF a General Purpose 42" AFF Mi 80" Range 2" AFF Vented Hood 80" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. S. Smoke detectors shall be in accordance with R314 and listed in accordance with UL 217. 6. Provide AFCI'S (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwellingunits 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 ANSI/UL 2034, standard for single and multiple station 00 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 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The wir11'� h kplvgne� to be inclWad in the spacing of the outlets unless the distance m o ter than 12e for straight countertops and 18" for sinks and ranges installed in corner counters. the stmdural plans and specifications contalnetl within these drawings comply with the 2020 Florida Building Cotla - Residenfial7th Edition. Engineers slgneture entl seal is only for the stwcturel engineering potlions of the tlrawing pages bearing 0 d FOCUS HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 m � m c� U Q LL f/•) Q N cU W U) to "d N U M ° Co — LL on to W N fn N O d to C O LL E Lq 10 °cW zr N mr-LLL c a c` � a 0 • ' ELECTRICAL 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." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NOTICE TO BUILDER AND ALL SUBCONTRACTORS It is the intent of the Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Engineer are not responsible for any plan errors, omissions, or misinterpretations undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for reimbursement by the the Engineer without advanced notification and approval by the Engineer. Payments will be made in accordance to the terms of the agreement. N CD N a 0 U) O J rr 0 GENERAL STRUCTURAL NOTES CAST IN PLACE REINFORCED CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EA. WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615, ASTM A706, OR ASTM A996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05/ 2.0. 7. HIGH STRENGTH USP CIA -GEL, 7000-C ANCHORING, EPDXY ADHESIVE BINDER WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-14, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI Ism = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14a. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11", CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/2.0, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-11. 11. CONSOLIDATE GROUT POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. CONSOLIDATION OR RECONSOLIDATION IS NOT REQUIRED FOR SELF -CONSOLIDATING GROUT. GROUT SHALL FINISH FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION I STRUCTURAL 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND M SC S WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL)BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E Fb = 2400 PSI) MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (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) (EXPOSURE1) 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 STRUCTURALSTEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy--50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE ASTM A325N U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBER§ 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 Vy®ULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS. SEE STRUCTURAL PLANS FOR MORE INFO. GYPSUM BOARD 1. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE"W" 1 1/4" DRYWALL SCREWS @ 12" O.C. FOR CEILING AND 1 1/8" DRYWALL SCREWS @ 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING FOR WALLS SHALL BE 16" O.C. ALONG SUPPORTS. MAXIMUM SCREW SPACING FOR CEILINGS SHALL BE 12" O.C. ALONG SUPPORTS. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC. SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1MISSED "J" BOLTS FOR WOOD BEARING WALL MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY . S ANCHORS w/ 7" EMBEDMENT. USP CIA -GEL 7000 EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR USP 1/2" SD WEDGE -BOLT WITH MINIMUM 6" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (USP HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) USP HTWM16 TWIST STRAP W/ (4)'Wx 1 %" WEDGE -BOLTS OR TAPCONS TO MASONRY AND (8)-10d UPLIFTS LESS THAN 1225 LBS USE 2 HTWM16 FOR UPLIFTS x 1 /, NAILS TO TRUSS FOR UPL ( ( ) LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP HGAM 10KT W/ (4) '/a " x 1 Yz " WS 15 WOOD SCREWS AND (4) '/a " x 1 % " WEDGE -BOLTS ONE EACH SIDE OF TRUSS. 5. IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL USP HTT5 W/ (28) 16d x 2'/2 " NAILS AND 5/8" ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 6. MISSED ROOF TIE DOWNS MAY BE SUBSTITUTED WITH (1) USP RT16A W/ (8) 8d x 1 1/2"NAILS AND (4) 3/16" DIA. X 1 3/4" TAPCONS FOR UPLIFTS LESS THAN 1380#. STRUCTURAL DESIGN CRITERIA CODE CRITERIA • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL • NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - (ACI 530-13) • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION • APA PLYWOOD DESIGN SPECIFICATION E30-16 • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 • ALUMINUM DESIGN MANUAL - AAF-20 Code references are summaries of code sections. See FBCR (Current Version) for complete information. GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 16 20 20 20 TOP CHORD DL 7 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 33 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE LLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM / READING ROOMS 60 PSF COMMENTS: BALCONIES/ DECKS 40 PSF 3 & 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 PS 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) DEFLECTION CRITERIA tAFTERS (W/O CLG) TRUSSES/ BEAMS ]-JOIST*** AX 1 1/4" UP TO 40F1 WIND LOADING CRITERIA 160B WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 60 ft GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY MIN 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, FILE COPY Z%,O6eTo, "= 1�o'9i66 s tifat the structural plans and spec cationamntained within these drawings comply with tha 20 I Florida Building Code - Residential7th Edition. Engirt fs sgnature and seal is only for the structural engineering porlions of the drawing pages bearing 0 Us HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 o> R Q U) N LLl CO p� -o rn N oc Liz U N Co u_ a.+ toCD N L CD UJ O O 6 d' rn o A � Z T N d LL. aLL a 9 a L-W STRUCT NOTES rn 0 J <Y Q 0 WALL SECTION KEY NOTES 8" CONC. LINTEL BLOCK ' CONTRACTOR NOTE: (1) #5 REBAR, CONT. 1, MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN.\ti.� FOR INSTALLATION SIZES OF SLIDING DOOR UP TO 8'-0" X 8" CONC. LINTEL BLOCK w/ HIGH STRENGTH g 2, 8" CONCRETE BLOCK WALL. % 6'-8" TO 8'.0" X 8'-0" MAX. (1) #5 REBAR, CONT_ PRECAST RECESSED D 1 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'SPUCE. \ ;� HIGH STRENGTH PRECAST PLAN FOR LOCATION REBAR, CONT. 4, CONCRETE SLAB. \\ LINTEL, SEE FLOOR PLAN OF FILLED LINTELS. 5, \ FOR LOCATION OF FILLED HIGH STRENGTH WOOD BASE. LINTELS. PRECAST LINTEL, 6, 1/2" DRYWALL ON 3/4" P.T. FURRING @ 24" O.C. w/'INSULATION PER FBC I SEE FLOOR PLAN 15 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. 1 FOR LOCATION OF FILLED LINTELS. 8 7, SILL SEAL OR SELF -NAILING PLATES. '� 7 v P.T. DOOR DICK / 8, PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION PER 11 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION w/ t� Yr �1 �] N 2x8 P.T. DOOR BUCK O I I I I 1x4 P.T. a OPEN BAFFLE @ A/C SPACE LOCATIONS. �-/ f r-,, o' 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ 0 z LL 11 BUCK 17 • 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWING PIP_ \, z 3 _ w I 1 LU 10 LOCATIONS, THE MALE & FEMALE LAP AND CENTER FLUTE. SUBSTRATE \ F O H a E tO rn I I cl 73 E ATTACHMENT: J-CHANNEL: WOOD -ATTACH w/ 1/4" X 3/4" LEG STAPLE IN N¢ N LL D1 O D1 I [ w I 9a PRECAST LINTEL, DIAMOND PATTERN @ 12" O.C. iv Z p w 0 I I I U VERT. N --- — SEE PLAN 40 98. VENTED SOFFIT AND F-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ \. 0 k LJi- w I MULLION 3 t6 1/4" CROWN X 3/4" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; �% \ SEE STRUCTURAL NOTES AND (4) 12d NAILS ¢ a y I I AS REQ'D. o z F-CHANNEL; WOOD - ATTACH w/ 1/4" CROWN X 3/4" LEG STAPLE IN NAILING SCHEDULE FOR EA. END SHEATHING DETAILS ~ RECESS IN SLAB @DOOR i SEE WINDOW SCHEDULE z 3 w N 0 Q B. ROOF ; DIAMOND PATTERN @ 24" O.C. MASONRY - ATTACH w/ 14ga. 5/8" T-NAIL W/ 3/8" DIAMETER HEAD @ 8" O.C. 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU / , /•./ FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. I I D1 w to 11. METAL DRIP EDGE. N SEE DOOR I I 12, 1/2" CEILING BOARD w/ INSULATION PER FBC AND ENERGY FORM SCHEDULE II SUBMITTED WITH PERMIT APPLICATION AS REQUIRED. 4 SEE DOOR SCHEDULE PRECAST SILL 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. `��t�•engN4 " D.C.BLOCKING // @ 48' O.MAX.w/ 2X4 BRACE@ 4'-0" @ 14, 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. �•�,1� Ad........ GGNS s / EACH END NAILS ONCENTER ��/ SLIDING GLASS DOOR ELEVATION STANDARD DOOR ELEVATION A WINDOW - STANDARD-BLK 2 40 15,RUNDERLEMBLY: • UNDERLAYMENT SHALL CONFORM WITH R905.1.1 AND PER TABLE 4 } a ,. �'• [.jp 87 G D - ; 16 _— 1ST FLOOR SLAB R905.1.1.1. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. • FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 ':,'D '• 011F ? ' ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8" HEAD ROOFING THROUGH NAIL 7A I I PER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES OR X t 1 ..•.T \��.. �. '� SLOPE 1/8:12_ 1 1 FOLLOW MANUFACTURER INSTRUCTIONS FOR PRODUCT. ,.• ;�,'-.Ev a / I --- . ° a` 1 • METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30'iyf• / / TRUSSES / *ALLOWABLE CONTINUOUS FILLER, .UPTo 8"CONC. BLOCK I 1X P.T. FURRING --A__:,.______� I ° ° 9 ��\Qa F/GRADE ,60/B ZONE 1,2e=+16.8/-39.3, ZONE 2n, 2r, 3e = +16.8/-62.8, ZONE 3e = •� ` °F �p hifi2 / ,X NAILED TO 2x8 6" O.C. STAGGERED @ VERT. REINFORCEMENT, SEE I I 8" CONC. LINTEL BLOCK T. I (1) #5 REBAR, CONT. �\ • I— 1 +16.8/-73.2 FOUNDATION PLAN FOR LOCATION � _ 1� 160/C ZONE 1, 2e=+23.5/-55.2, ZONE 2n, 2r, 3e = +23.5/-88.0, ZONE 3e = / 1/2" DRYWALL (DOTTED) _I ° 1/2" DRYWALL (DOTTED) _I I I +23.5/-102.7 To the best of the Engineers k owledge, informafion and belief, the stmctuml plans and spedfi etions contained within these 8" CONC. BLOCK 1 X P.T. FURRING HIGH STRENGTH PRECAST LINTEL, L I I I • 26GA. GALV. STEEL 4x4 L FLASHING tlrewings comply with the 2020 Floida Building Code Resitlential7ih Edition. Engine rs signature and seal is only for PHGAMIO 4'-O" VERT. REINFORCEMENT, SEE SEE FLOOR PLAN FOR LOCATION 1 I • UNDERLAYMENT SHALL BE PER FBC R905.1.1OVER SHEATHING.SEE thestmuralangineadngpod0softhe drawingpages bearing Engineers signetureand seal GAPX. OR USP TA18 @ FOUNDATION PLAN FOR LOCATION DOOR FRAME AND TRIM DOTTED ( )I OF FILLED LINTELS. MANUFACTURER INSTALLATION INSTRUCTIONS. 0" O.C. KINTERIOR ° 1/2" DRYWALL (DOTTED) —~� 1X P.T. FURRING I • ROOF SHEATHING AND NAILING PER SPECIFICATION IN ENGINEERED 2x4 P.T. #2 DOOR BUCK, ALIGN WITH FACE OF ` J1/2" ROOF SHEATHING NAILING DETAIL ON FRAMING PLAN FOR EACH EEXTERIOR 1X P.T. FURRING INSIDE FACE OF BLOCK, ATTACH w/ TH IN IDE 1x4 P.T. WINDOW BUCK, ALIGN WITH S FASTEN L ROOFING MATERIAL AND ZONE a $ $ 2x8 P.T. #2 SYP DOOR BUCK, ALIGN 3116" X 3" TAPCONS @ 16" O.C. AND 6" FROM EA. END BLOCK, TEMPORARILY FASTEN WITH NAIL, WINDOW WITH 3/16" X 2 1/4" TAPCON THRU WINDOW FRAME A. FOUNDATION 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. m rc v N c LL LL 0 d $ J 8" C.M.U. SEi= WITH INSIDE FACE OF BLOCK, ATTACH INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW 17, 7/16" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO M h N r u_ a i PLAN FOR RI. NF. W/ (4) 3/16" X 3" TAPCONS, TOP AND SIDES, SEE ELEVATION FOR LOCATION. SEE DOOR MAUFACT. DETAILS FOR SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. TRUSSES W/8d NAILS OR 7d SCREW SHANK @ 4" O.C. EDGES & FIELD., m M w I[c6i� LL o, INSTALLATION W/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE 0 LL rY SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF J-CHANNEL = s a ca EXT. CMU WALL SLIDING GLASS BUCK DETAIL 2X DOOR BUCK DETAIL g WINDOW HEAD -STANDARD-BLK ONE STORY WALL w/3/8"x5/8"STAPLE@24"O.C. INTO OSB BSU SUBST103 RATE. W W°��daG M NON-BRG. H E SCALE: N.T.S. SECTION — P®[,f',H l/ PORCH 18. ALL ROOF TRUSSES SHALL BE FASTENED TO WALL TOP PLATE W/ 1 O '• d�_o O m z N U� m SCALE:N.T.S SCALE: N.T.S. SCALE: N.T.S. 2 FASTEN MASTER FRAMEFAST FMFF006 TRUSS SCREW INSTALLED PER Z 6 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 7 5/8" BLOCK WALL 1000#, SEE PLAN FOR CONNECTORS REQUIRED ABOVE 1000# UPLIFT. 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS @ 4" O.C. MAX. WALL THICKNES 8" CONC. BLOCK - ASSEMBLY THRESHOLD 8" CONC. BLOCK I 21. PRE-ENGINEERED WOOD I -JOIST OR FLOOR TRUSS @ 24" O.C., MAX. SEE SECOND FLOOR FRAMING PLAN. o m VERT. REINFORCEMENT, 5 1/2" METAL VERT. REINFORCEMENT, SEE I a o SEE FOUNDATION PLAN FOR LOCATION: PAN FLASHING SILICONE CAULK FOUNDATION PLAN FOR LOCATION I I • 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER w/(3) ROWS Sd NAILS @ 12" O.C.; SINGLE PLY FASTEN RIM BOARD TO 1/8" GAP @RECESS BACK OF _ 1/Z" DRYWALL (DOTTED) ° ///��� 3000 PSI CONC. @ 28 DAYS d• 4 1/4" X 3/4" RECESS PANTHRESHOLD TO ,X P.T. FURRING TOP & BOTTOM RIBBONS w/8d NAILS @ 6" O.C. & FASTEN RIM BOARD TO EA. FLOOR TRUSS w/(2) 8d NAILS. / ' p v' Iii(2) ° 2x4 LAMINATIONS w/ (1) ROW "� FULL WIDTH OF CONC. SLAB 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE 23.3/4" T&G WOOD DECKING, GLUED AND AT w/ 7d X 2,/4" SCREW fo OF STAGGERED 1 Od COMMON WIRE NAILS. v 2x6 P.T. #2 SYP ATTACHED DOOR ASSEMBLYF ° a - ° OF BLOCK, TEMPORARILY FASTEN WITH NAIL,. FASTEN WINDOW WITH 3/16" X 2 1/4" TAPCON SHANK NAIL @ 4" O.C. EDGES AND 8" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND FLOOR W LL ° . a .. ° w/ (4) 1/2" X 8" ASTM A307 ° °a � °, 15 FRAMING SHEET, GLUE BETWEEN SHT'G AND TRUSSES. 1" (D =1148", L = 3") OR EQUAL J-BOLTS W/ 2" SO WASHER, SEE ELEVATION FOR LOCATION. � .. PROTECTED WRAP ° � -° . SILL SEALER TAPE 5 1/2" WIDE. %4REMBIEDMENTSEEEWINDOW CHEDULE FOR NUMBER OFTAPCONSREQUIRED. g 7 24. LPTA, ATTACH w/ (10) tOd X 1 1/2" NAILS, INTO INSIDE FACE DRAWING # FT2 L/I o N UNDER PAN OF RIM BOARDS. FOR LOCATIONS, SEE GARAGE DOOR BUCK DETAIL DOOR PAN FLASHING C WINDOW JAMB - STANDARD-BLK ' 11 LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK: in „ " F - ___ _ 23/4"@,1/6"X,6"RIM BOARD W/2x6 LET -IN �8 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12 13 I 10 21/4"@ (2) 1 1/8" X 16" RIM BOARD 25. NOT USED 26. NOT USED '` $ '� N m Q 4 m 14 9a 27. 7/16" STRUCTURAL I OSB EXPOSURE 1-0 15/32" OSB SHEATHING ON .- CONTRACTOR NOTE: 8" CONC. LINTEL BLOCK W/ TOP PLATE MUST BE NAILED @ 6" O.C. TO HEADER a 1 40 6 EXT. WALLS W/ ALL EDGES BLOCKED ATTACH W/ i NAILS @ 3" O.C. (3) 2x4 LAMINATIONS w/ (2) ROW INSTALLATION FOR GARAGE DOOR (1) #5 REBAR, CONT. EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES �"B FOCUS OF STAGGERED 16d COMMON TYPES (AS. PER TEST *960507-A) AND 4" O.C. FIELD. �p WIRE NAILS. HIGH STRENGTH PRECAST 2x4 P.T. SYP ATTACHED W/ POWER FRAMEFAST FMFF006 SCREW @ 16" O.C. HEADER TO TOP 28.2x4 SYP BOTTOM PLATE. HOMES As—° (ONE INTO EACH OUTSIDE FACE) LINTEL, SEE FLOOR PLAN ACTUATED 0.14" X 3" LG. SHOTS @ 12" FOR LOCATION OF FILLED PROVIDE RT8A TO OUTER STUD, TYP. A PLATES z B. ROOF 0 29. 1/2" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND INSULATION O.C. OR (10) 3/16" X 3" TAPCONS. LINTELS. r PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. 3999 West First Street °D 1# (D = 0.162", L = 3 1/2") OR EQUAL w 30.2X WOOD HEADER @ OPENING, SEE SECOND FLOOR PLAN FOR SIZE. Samford, FL 32771 ° T/ BRG. HGT. MSTA24 (2)Top w 31. (2) 2x4 #2 SYP TOP PLATES. (407)302-9871 ° ° I w 32. TA18, ATTACH TO FACE OF TRUSS W/ (9) 1 Od X 1 1/2" NAILS. 0 PL TE�TYP.) A SECTION A —A 33. MSTA12 @ END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD AND 6" ON UNDERSIDE OF TRUSS. �II'r ° ° ° ° ° ° ° ° ° ° ° C ° ° ° ° MSTA18 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 18ga. 1/4" x 3/4" LEG m iv T(2) NAILS @ 2 STAPLE IN DIAMOND PATTERN @ 12" O.C. INTO 2x4 SYP NAILERS. rn ' 72" 2x6 P.T. SPRINGBOARD, o NAIL STUDS TOP PLATE HEADER, SEE PLAN. g INSTALL INTERMED. 2X NAILERS AS SHOWN. ATTACH SOFFIT w/ m t7 ° (3) 2x6 LAMINATIONS w/ (2) ROW ATTACH W/ (1) 1/2" X 8" D1 TOGETHER W/ 1Od (TMP') 5 CORROSION RESISTANCE NAIL. cj cn Q 1 OF STAGGERED 16d COMMON q ASTM A307 J-BOLT AND N NAILS STAGG. 12" �° 1 35. FLASHING, AS REQUIRED. WIRE NAILS. N 1 (4) 1/4" X 3 1/4" TAPCONS b O.C., MAX. SPACING 3 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. > •i- (ONE INTO EACH OUTSIDE FACE) 0 IN CORNERS 1 1/2" IN FROM 48" ALL CORNERS. o - 4 T/1ST FLOOR SLAB 37. SHEARWALL ASSEMBLY, SEE FIRST FLOORPLAN. W o ° , 40 (D = 0.162", L = 3117) OR EQUAL ( � L GARAGE OPENING PROVIDE RT3 TO 38. NOT USED 39. 2x #2 SYP P.T. BOTTOM PLATE w/ RT8A @ EVERY STUD ATTACH w/ (1) LO O1 •p 0) LO ° N OUTER STUD, TYP.° ° FA3 @EACH END OF THE WALL, (1) @EACH SIDE OF OPENING AND @ O N M 2X6 P.T. #2 SYP @EACH SIDE FOR ATTACHING BRACKETS o q° F/ GRADE 48" O.C. co LJ o 24" FOR VERT. TRACKS 1ST FLOOR SLAB ° - cQ 40. 1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED m LT/ y `° W/ (5) 1/2" X 8" ASTM A307 J-BOLTS. ° ° a.. 1 a ° 1 BLOCK/ MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER o Qj O N NOTES 1 -ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLT. MN. THICKNESS OF "HE LAST 0 TO BE INSTALLED 2-3/4" FROM 6" OUTSIDE CMU FACE. 0 T/ 1ST FLOOR SLAB d ° INSTALL] ��� ^p 41, VENEER DASHED) ARCH. DW C `�•E+ x "" d• V) a N 2 •ALL NAILS PENETRATE AT LEAST 3/4" OF THE T/ GARAGE SLAB SEE DOOR , LAP SIDING (STONE -SEE $ 0 LO V- O LAMINATION. EQUAL. SCHEDULE • °° REQUIREMENTS AND INSTALL ALL COVERINGS PERMANUFACTURER �. L Ln y O O- ci L 3 - FOR 4-PLY, PROVIDE 114" DIA. X 5 1/2" LAG SCREWS OR RECOMMENDATIONS E z r N I" LL c (SPACE AS SHOWN FOR 3-PLY) 4 - REFER TO NDS SECTION 15.3 FOR ADDITIONAL IMFORMATI08D: 16'-0" MAX. GARAGE DOOR OPENING, SEE PLAN R WIDTH �, 1'-4" �, Q. HORIZ. MID -WALL STARTER STRIP, ANGLE SET V BELOW TOP OF 0 .2 9 a 0 Reference No. 21-9260 MASONRY: ATTACH w/ 11ga 1 3/4" ROOFING NAIL @ 16" D.C. STD. NAILING FOR NOTES: A. FOUNDATION A3. 2x4 #2 SYP HORIZ. FLAT BRACE @ 48" O.C. (EXTENDED MIN. (4) TRUSS Sheet: SIDE JAMB ATTACHMENT IS PER ACI 530.1 CHAPTER 2 ASD SECTION 2.1.4 WALL SECTION- BAYS) - FASTEN TO EA. TRUSS BOTTOM CHORD W/(4) 10d NAILS. D i L BUILT-UP COLUMNS- ,1 GARAGE DOOR ELEVATION[SUPERCEBES WAYNE DALTON JAMB ATTACHMENT SUPPLEMENT] SCALE: N.T.S. K FRM'G SHE AR WALL. UPLIFT SCALE: N.T.S. STANDARD 1 STORY �� 4A.RIBBONAND RIM BOARD BEYOND. I SCALE: N.T.S. SCALE: N.T.8 STANDARD 7 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESI8TIVE TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR TAPE �? EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER i OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND assa"aiaovax"ow �':' WEATHER PROOF OR EQUAL WEA CAULKING 0 �' I, O 2 \� WEATHER O SELF -ADHERED FLASHING RESISTIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR `SELF -ADHERED FLASHING (SEE DETAIL WP07) I HEAD FLASHING TIE-IN INSTRUXTIONS: I RIM JOIST 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under 1 1 weather resistive barrier 8 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHINGMin FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ' EXTERIOR DOOR WITH DECK -SECTION A EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. INSTALL. SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHINGJAMS& HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) c2� SELF -ADHERED FLASHING SEAL TOPS OF JOISTS O UNDER DECKING 2 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK II -STRIP OF SAF I -DRAINAGE PLANE WRB BOND BREAK WRB �BE LATH !- WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE I i PLASTER STOP-ia �----- - - - - - - CONTINUOUS BACKER ROD & SEALANT O SOFFIT/CANTILEVER 0 O J rr Q U LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - - BOND BREAK WEATHER RESISTANT BARRIER- --- - -- SELF FURRING (SF) LATH-wvww..t•�^- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS- FRAMING SHEATHING ANE WRB WEB SELF -ADHERED FLASHING INSIDE CORNER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ELF -ADHERED FLASHING S n DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section 19703.2 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 upper layer water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the y lapped i Other over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Oth approved materials sh all be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathing, shall SELF -ADHERED FLASHING include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the 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 1 paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 2 R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or 8 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 flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 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. LF-ADHERED FLASHING 5. Where exterior porches, decks or stairs attach to awall or floor assembly of wood -frame construction. rCH 6. At wall and roof intersections. 7. At built-in gutters. FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING PRODUCTS DETAILS 15 4 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. AS PER FBC-R (CURRENT EDITION) Detail Instructions � Refer to the number marked as f. #) in each detail that corresponds to the numbered items in the list ofinnstructions 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 '62,404-2A Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCR _ D DETAIL SCALE: NOT TO SALE 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 ail butt joints need to becaulked using Stampede or sim. caulk for all FILE CO s`ttiggv0.tP1J1p ,' eNN 4�\tLO fO R „v. ty0 t b4 St T of P rFi' •� 'R, OFF\O. a/ONP��' the st uctural plans and speofcatins contained within these drawings comply with the 2020 FI Ida Building Code - Residential 7th Edition, Engineers isignature and seal Is only for the structural engineering portions the drawing Pages testing Engineer's signature and seal. H f E" ao gW� O N n�p'�LLa a 0 a �JLL d f55C LL �e Z a c a R � 3 m o 9IL� 2� S2W qZNM Z VJY>Z OU❑❑❑ W M N 0 m m a 1 1 N T J G V a Ln m o y, N GYM iN f6 ® J p T n m N O, -® am I HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 s R T Ln mU- m In t0 W COp J O 6� In Z LL T LV LL EL J Q WP 'ATERPROOFINC ZIP SYSTEMO ROOF SHEATHING TO ZIV SYSTEM@ WALL SHEATHING THING WALL AT TYPICAL ELECTRICAL WAIT "SLY -_ SYSTEM® SHEATVWIG WOOK) OR LT. GA. 9#Ei 4L,9STrUPS ii8- W3i GAP REGOMMER D A-1 1,4 PANEL EDGES UNLESS 11 OTHE.SE PROVIDED t3Y 11 MAMNED PROFY ED EDGES t I TD-2.1 INSTALLZIP SYSTEMIDTAPE OR ADHESM BACKED FL.ASHIM (MUST 5✓� mmrAA►AATii ofAcuoo SEQUENCE FfwM BUTfOK SOEB, THFA TOP TO ENSURE SHINIME LAP ' OF ADHESIVE BACKED FLAMHM GVERUWTAPEA MINIMUM Of i-I"ATAl ( T-JOINTS USE I-,LANGEID EF ECT BOXES OR MEMBRM TO P.F DPADE FLANGE E4EG AL BOXES {ILE 4 tj 10 P 6..TM •.Pt ♦ P. •!F a ..1. Ij i,"aAlyTttAi`."SERF WOODDS 1 ZIPBT'BTEbb SNEATH.INO. 2 IN INCH GAP RECOMMENDED AT ALL PAHE1.9i Do U99 OTHERWISE PROVIDED BY TON OUEAYD TONGUE (Tar) OR TONGUE AND OR 004E(i&G) PROF Le a. TAPE ALL PANELSEAUSWITH ZIP SYSTEM^• FLASHING TAPE BETOKE IN STALLING DR IF EDGE, A ZIP SYSTEM ROLL an. ROLL ALL TAPE. 6 r RAMIN6 asY OTHER et, C. DRIP EDUE INSTALLED PER CODE OR BY DES IGHER OF RECo RD INSTALLED OVER RO OF COVER ING AS REQUIRED BYTHE FINISHED ROoi ING MANUFAL WAS;. "I TAPE THE TOP EDbE Of DRIP ED 0 ErW5HIMO WITH.1 SVBTEMn TAPE OR ADHESNE BACKED FLASHIN 0 UEETINa AAMA7II ORACIAB.. 9. ZIP SYSTEM ROLLER, POI- I'PPE. a` IrAfiAIN}I s I.+M Lil.h.1VI 14 i m SHEATHI WAl L ASSErM Y 7IP SYSAWSHEAl. WaQR.Clift T-GAL1 II]S ht !f 1 :R .4 .ti "aslf•d 7i: Y k. ZPSYSTEMIAPE t i7ALa ED O4*RALLJ(WTS1NSYSTEM* 4,11WISLAP AAft A 44IIA 4MIA OF 14ilmi ATALL.T l xw* -- ATALL FAST100P._ -..:I&%"ATiat AS RE(1llRE.©RY IDEstGKIa d-of-RECORD Odra LOCAL m P=2 NAWIMMOTTOWALE AH:Tr +..tT ese s�actare to aasry�W�Is��zan test n oZproduct(g)an may p70to 1aY�.81MV.E1LL�r ePe AIA4t every situafrori ManLAactelteraccepts no responsibilityloi tialmtity for;the use of these or other construction dI er RIMCI Overdriven'rechnical Tip ZIP ri}Sheathing . .used } manch ZIP System tO :y.} } A it"gin"b"s may PWY. u9` R'fZW SyaWnpoolials. An mirlostt.i. bOn Ifi .. o {. } .Ay.y i.R. _ Ri e ne f a ; P a 4 P fr'A' "T00 0- milli L- a, / 6 f 1 .E. a, 14 I 3 � 1I �an� :�t �f3� Sysl�m sR�l9fng"� taC�ty Rye+ . it ftW1fF7t IkMrl 3t1. I ° �S'Iya6l�ftef 4weralri�y>Isrl tR i all Wind or . . ' �kmg a 5#te9r wa�N � rlsd T91 , TI'Ira red W !#!• where" with all dwAmVrftJVW~W8ft don<.h,ircAWd wails Orurbli D:xl III ,: wvE and is b= Spook to ztP Syslemit ate, pt,pi wilh any qu *r M1es aI' Ir r A' 1 } INSTTALLZIP SYSTIEM&TAPE: ATALL INTERIOR CORNERS FASTEN ZIP SYS rEMM1 SHE—AMMIS AS RECAAREBBY NCsrGNER-Of-RECDRD OR LOCAL SUIL01i CODE — P-1 DRAMiG NOT TO SCALE the structural plans and so Chi Contained within these Drawings comply with the 202g FI as Building 7th Edition. Enginee'a a nature and seal is only for the structural engineering Portions of the drawing pages bearing Engineer's signature and seal, _. (') W O AD N 4 CH N m m O W 1 1 N A V UL CDc •J�•`\R'n` U a VONA CS N CS iV � UO Ep $� _ U L ® R ai N N N OI HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Wi � Y N ZS-D My 4, 2@L7 A 1 of ZIP DETAILS - ♦Tiiiiiiiii" 1�yy3 c .G n y ffi e 4 Ci, ... . . ![� _ ae++a '' �.. J T ' 3�mAll -ee ° tTE w d p W413 a ° �l.l .'�i �C�gg v� u ' uy ,2a c°i p �j C d Cp '� I y� - G E 'SI 2. °ri '� w 'b c2 �w W .cEN3f�Qm .'R} O .c Leo^ ao 5 no Eu.Pbi �¢5 uW 55 W 3 27I W.�G CAA ' Wi _+ m u �` �� Oro u '6. a •E o m AA / O 49 �] V'^rY 'C V G F' N W N k kk J C = c >m P J z = p c m m? u u @ �, c'a 5'q �., rz. 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Kuy$ [ v W � U oos I • �yddd° u7 ..`. Z N m $ g m Z tS i' W h X ".. r a• u. w t'i, ,?_` m�+ _ Vi CC N A A."++ r. 'E LF F ': N too x e 3 • • .a j$ m N 'i' y �0 6i O L 6 ^3 C C u o !D s' P. pE$ 7j ... .`0 o t o 5 N h a " 33 � u p. o .= E � �iri ''- $ o N c.0 � � .e ar i }a} a k'4q vino Q s x .yUW U .i xa•999u CI Z).S' CNu R.S•P°EE N�e�v rZ= tr tnvRCU.UW N ril S.E� ¢`,� gs: 3 ZIP ROOF N li DETAILS t. Lucie County BNilding Department Approval Submittal Affidavit Code I opening Schedule Glass' FL# or Miami- open Building Desigr Dade Product Nbdel # Manufacture Descriptio Attachment Method ID Pressure n Attach door bracket to jamb w/ 5/16"#x1 5/8" lag screwsnot to exceed 14" D.C--The 2x6 FL 9174.3 7'X16' Garage Door 911d?- 0230 Wayne Dalton N/A Jamb anchored by 8" j-bolts @ 24 D.C. ea B side. BLK 1/2x3lag, 1 5/9 emb. Attach door bracket to jamb w/ 5/16"xl 5/8" lag screws not to exceed 14'" D.C.. The 2x6 FL 9174.1 7'x8' Gara e Door g +100 - 028 Wayne Dalton y N/A Jamb anchored by a" j-bolts @ 24 D.C. ea D "Smooti Surface" / "wood side. BLK 1/2x3la& 1 5/8 emb. sidelight 2x Buck: 1/4" x 2 3/4" concrete screw @ 16" FL 20468.1 Fiberglass Swing Dr Grain"Inswing/Outswing Therma Tru Corp tempered D.C. Head & Jamb. Frame: A r N Impact 68 # 10 x 2 1/2" PFH. wood screw 14" D.C. '°Smooth Surface" / "Wood sidelight 2x Buck: 1/4" x 2 3/4" concrete screw @ 16" FL 20458.7 Fiberglass Swing Dr Graio" Inswing/Outswing Therma Tru Carp tempered D.C. Head & Jamb. Frame: A Impact 8°0" # 10 x 2 1/2" PFH wood screw 14" D.C. "Smooth Surface" / "Wood sidelight 2x. Buck: 1/4" x 2 3/4" concrete screw @ 16" FL 20458.4 Fiberglass Glazed Grain" Inswing/Outswing Therma Tru Corp tempered D.C. Head & Jamb. Frame: A Swing Dr Impact 6'8" # 10 x 2 1/2" PFH wood screw 14" O-C. ItSurface" {''Wood sidelight 2x Buck.1/4" x 2 3/4" concrete screw @ 16" FL20468.10 Fiberglass Glazed Grain" Inswing/Outswing Therma Tru Corp tempered D.C. Head & Jamb. Frame: A Swing Dr Impact 8 r 0" # 10 x 2 1/2" PFH wood screw 14" D.C. # 14 Screws to 2x wood buck w/ 1 3/43" Series 120/130/140 embedment @ top and sides. 3/16" x 1 3/4" E. FL 22401.3 Sliding g Glass Door Aluminum SGD Impact MI Windows &Doors Temp. concrete screws @ threshold. (see Details for 2x wood buck to block) (3) 3/16" x 2 1/4" concrete screw w/ 11/4., Windows W/ 1x See Floor mi. embedment @ 24" D.C. Max See Chart A FL 21637.5 wood bucks' or 2x Series 1620 SH impact MI Windows & Doors Plan see details for ix buck to cmu attachment & C wood Frame # 10 wood screw w/ 11/2 min embedment @ 2x wood framing (3) 3/16" x 2 1/4" concrete screw w/ 11/4" Windows W/ Ix See Floor mi. embedment @ 24" D.C. Max See Chart A FL 21639.6 wood bucks or 2x Series 1620-1630 PW Impact MI Windows & Doors Plan See details for 1x buck to cmu attachment & C wood Frame # 10 wood screw w/ 11/2 min embedment @ 2x wood framing (2) # 10 2" pan head w/ 11/2 min embedment FL18504.1, Mullions Vertical & Horizontal MI windows &Doors Frame / (2) 1/4" x 13/4r° concrete screw 11/4" emb. .2 M-1926 Block WindowframetomuII#10x3/4 screw. (2) ## 10 2" pan head w/ 11/2 min embedment FL18504.5, .6 Mullions Vertical & Horizontal MI Windows & Doors Frame / (2) 1/4" x 13/41" concrete screw 11/4" emb. M-2302 Block Window frame to mull # 10 x 3 4 screw. Attachment Requirements: Per Table IF, FL 1654.1 Roof Modified Bitumen PolyGlass USA N/A System W-32. FL 30310.1 Roof Asphat Roofing Shingles IKO Industries. LTD N/A (6) 11/411-12 ga. w/ 3/8 head roofing nails FL 5444.1 Roof Asphat Roofing Shingles Certain Teed Corp N/A (6) 11/411-12 ga, w/ 3/8 head roofing nails FL 17146 1 Zip Roof System Huber Engineered N/A Zip S em Roof Sheathing P yt g FL17194.1 FL 3792.5 FL 12194.1 FL 13192.2, .4 FL 32869.1 Roof Sheathing Woods LLC Roofing TECH WRAP SYNTHETIC ROBf3TEK INC N/A +23.3 / -26.4 +24.3 / -26.7 +27.6 / -30.0 +27.6 / -30.0 +27.6 / -30.0 +27.6 / -30.0 +27.6 / -30.0 +27.6 / -30.0 +27.6 / -37.0 +27.6 / -30.0 +27.6 / -37.0 N/A N/A N/A N/A N/A N/A N/A Underlayments UNDERLAYMENT I TECH WRAP SYTHETIC UNDERLAYMENT Inc. 770D Roof Louver: N/A Fasten using 11/4" ring shank nails. N/A Off Ridge Vents Lamanco Aluminum Roof Louver Snaced N OC to base angrp- Channel @ Wall: CMU-(1) 5/9"t-nail @ 240.C.oregiuivalent. Wood - Block/ 3/4 x 1/4 crown staple in diamond pattern @ 24 Soffit 16"' Full Vent Aluminun Coils Inc. D-C. +27.7{- 37.1 Frame Soffit Eave: (1) 3/4" x 1/4" crown staple LED 8" D.C. Fascia Cap: (1)13/4" x 0.072 1/4" head trim nail � Hardie Plank Lap Siding & lames Hardie 0.083 x 0.187HD x 11/2" ring shank nail for +27.7/- 37.1 Siding Hardie Shingle Siding Building Products Frame Hardie siding to 7/16 APA, rated sheathing Nails Galva iam, ea x ong Siding Mastic Siding- Carvedwood Ply Gem Siding N/A nailed to each stud with OSB sheathing per +27.7/- 37.1 44 { 4.5 Dutch Lap Triple 3" Group Minn UpdatetDesign n 19-21 Product Design Section of the products listed are based on Pressure the Florida Product Approvals. +25.e9/_28e8 Respective Manufactures Retain Full And +26.9/-30.$ ISole Responsibility for their Products. +67.0 / - 67.0 +47.0 / - 53.0 +60.0 / - 67.0 +50.0 / - 50.0 + 55 / -55 +50.0 / -70.0 +55.0 / - 55.0 N/A N/A N/A / -622.5 N/A N/A N/A N/A N/A +/- 73,6 +{- 73.6 Sheating Ext Walls all edges blocked attached ZIP System ® Wall Huber Engineered w/8d nails I@ 3" O.C. edges and 4" O.C. Field +27.7{- 37.1 N/A FL 17147.1 Siding Sheathing Woods LLC NA or 16ga x 13/4" staple @ 2" O.C. edges and 1 1/2" U.C. field. "'Safety Edge" Storm Panels, Gage of Steel 28 ga. 28ga (0.018 ° ) Steel 0.022 N ra Block/ Attachment :1/4" P'anelmate@ 16" DC w/ 17/8" See Opening +54 - 54 FL 12856.2 Hurricane Panels Alum (Pert and Non-Perf), Town and Country Frame Embedment Frame 1/4" all points solid set anchor Pressures Table Clear Polycarb (Full and 7/" embedment CMU , 1/4" MIN. _ „4•. MAX. EMBEDMENT SHIM SPACE INTERIOR 7 15' MIN. _DGF DISTANCE $E WOOD - n I SCREW 0 WOOC FRAMING EKTERpR OR 2X LUCK BI OTHERS BACKER ROD - & APPROVED SEAL N'. JAMB INSTALLATION DETAIL WOOD FflAMINGOR2XBUCKINSTAllAT10N OPENING PRESSURESE LID us OF Vasd ARE IN PRESSURES kA3RX Wit - 60 MPH •27,6 r -3t}A °23.3 0 -26.4 B { t27B ✓ -37.0 +24-5 f -26.7 „r.ma, -- -'-� HEAD DETAIL NHDcSa.jM'6F#MII£ IKL N.#Itq$! arcuew E�_" ,w,. ,.JAMB DETAIL - War r 4 , 9LL OETPIL 35" FRAVC wIDTJ �.. �>J -BanE wo-r 75 r i I I 1wx oc , o MA% OC. r FRAME HEIi HEIGHT / x 162N1B90�4' rob uMeF FxrmroR Hev o uc o LflNt FMent..WAMN + 13k Fyo alb T SEE . 1620 SH REINFORCED RECTANGULAR E)oEaroA vIeN FINLESS A FI M6E1WTAb"nCV NEINFORCEO TMAbWLE-1 DESIDNPRE55UFERATING Men TMl1N3- 50p5F .5001-70.OPSF IARGENNDWAIL vFiy wxwzo a MISSILEIMPACT _a_. 'Y .nnuronw oaesxaTEYceEa.+mem na MISSILE LEVEL D, WINO 2ON63 WHERE WATER PENETRATION RESISTANCE I5 REWIRED q!'W FY-2 VV_e CM L. Number of anchor terraces required Fromm, Frame width (n) He gM1t but M00 HAS Jemb ]D.OB H85 Jamb J600 HBS Jamb 4200 HAG Jemb 96.00 HAS Jamb 5400 HAS Jamb 80.00 HAS Jamb 86.00 HAS Jamb T200 HBS Jamb 73.00 HAS Jamb 24.00 2 3 3 1 3 3 3 1 4 3 4 3 4 3 5 3 30.00 2 3 3 33314 34 3 4 3 5 3 5 3 6 3 36M 2 4 3 4 3 4 4 4 4 4 5 4 5 442 2 4 3 4 3 4 4 4 4 4 5 4 5 448.00 2 5 3 5 3 5 4 5 4 5 5 5 5 55TW2 5 3 53 5 4 5 4 5 5 5 J 5 560.00 2 5 3 5 3 5 4 5 4 5 5 5 6 563 63 6 4 6 4 6 5 6 6 60600 2 8 3 6 3 6 4 6 4 6 5 6 >1.00 2 6 3 6 3 e 4 6 4 6 6 73.00 2 6 3 6 3 6 4 6 4 6 5 6 F 8 ONSINEEEANS ASSOCIATES 258 Southhall Lane, Suite 200 Maitlanq FL 32751 01 321-972-0491 F'. 407-880-2304 Certificate Of Authorization No. 9161 CARL A. BROWN, PE - FL at 56126 LUIS PABLO TORRES, PE - FL # 8786 SCOTT A, LEaQWSISq F[►jIF#7 0 E NI` v No 87 4 o OF OTIFE l TOF ftE' N R4fi L�'L NO UNDERS I E�PBT FLANS ND SPECIFICAT10 S' BMR_CWRHVFLORIDA BUILDING CODE BIG ED AND SEALED FOR THE STRUCTURAL PO ION OF THIS DRAWING. 0 0 N c o r -6 U � o N CL o ¢ o Z U 1� 00 W o l F0 o Y u) N U a o t./ I U. M J U. W0 IX 0 Z z 'a 0oo0 0 =a� M 00 FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R301OF THE FLORIDA BUILDING CODE 7th Edition 2020 RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECK'D TO WITHSTAND ALL APPLICABLE LOADS AND DESIGN CRITERIA STATED ON THE LOVER SHEET, DESIGNED WIND SPEED Vult=160 MPH VG5d ,124 MPH O a v O s. a O U J m W a a� Ty FIDE COPY THEFT: FT: PSL-COUNTY -PA