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HomeMy WebLinkAbout39954 Dawson Chase Drw Ulm LV a ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O. M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Gaiv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYR or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro, Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P, Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orwl With ELEV or Elev. Elevation RED or Red. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FtR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 12 08 15 01-04-18 CODES FL NA7fNAL 1.00 2.00 3.00 RgVIMAI ArE C. CITY O ZEPHYRril v .Wrarn�riMii ��r OR$CES NEW BASE PLAN FRAME —WALK REVISIONS 2017 FBC UPDATES �aR PI WITH PREVAILING jUILUING CODE, RHILLS i 2889 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION Notice to Builder & All Subcontractors 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. a Z N O o (0 o � J M a 4(Aco z:2 J _0 ro -J C� Y LIJ U 0 � toss v m w t— 2 E o 8 I xt s c� 0 m • sm N m N o 9m o" d o w Z Z�� J� c o w 0: A - �� a ED W }=goy O v fnV. t Z9% ILL1'' LU N o ° c Cj d a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ oCD MZ w o � =o �ZZ �O }m 4N QE O EWo U Z od Wo° O E N OQ as 4 0< aZ 0 L 0 ¢ � w m (a Cn ZS CJ U O Z (n <^ QZ �Z Z o¢ a0 mF o� F¢ o a ai c �t z¢ 03 C O C .y >co W > > M ■a ` O O O co CL 6 m ~ � 3 � CIO . _ TO � 0 00 N fit' = CM U) m r m C) M N o z c E O E `m c t0 a o a is ci ¢ o m JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. C S V. �� ro 121 • = N4 A O 25-SH J __ • __ OPT REF. __ • ___ 24 � 24- ----- -24 � 24 n _ B � OLO_ ( I - N FA ILY RM i II I D.W.1 - ■ 8' 8" FLAT CLG. I I II --I ICARPET .-TN i - -- 10. 00 CAFE � I El 8'-8" FLAT CLG. I �5 -KffCAiL_.1,4 I 1 a „ F-AT CLG. I CARPET " 1 I .. IL 1i m (3) 2X4 #2 SPF W/ - I o I CO (3)16d TOENAILS O uw I LOW WALL OR SPINDLES PER SPEC. @ BASE zi O0 E � 16'-42' 4r-Orr 5r-prr l 3r_4" 3'-112rr O p LO PATIO o 11 11 2- < 2868 2 68 G - __ 3- `o - - Q - - - - 16 00 M V-4" 5 15 -- -- 04 14 ---- NUi N 6 ---- _I !- 8'0"F T LG. - --7---- I13 WE � I� ---- 9- -------f 1110 C14I X HANSON BOX + iv I D @ 36" A.F.F. DRYER VENT 10 s6 OWN E S SUITE T I I THRU WALL I TYP @ 2 STORY 8'-8" LAT CLG. C RPET R&S -(2)2MV-SPE --1 N 5SH 16" DEEP u � �° j TOENAILS @ G BASE S3 I 2668 I 9'- " FLAT CLG I _ q TILE I I rn 14'-9" "' 3'-4' T4 5'-0" T-7" I b 28E 8 TB 1 1 2r 6 ■ rn I I W.I.C. 1 = to O N to uj c�ibv FIBERGLASS SURROOUND 8,-8'FLAT CARPETLG W. Tlli 36" X 60" L J I I SHOWER R&S A 4A 9 F*i10 H1 5-SH 16" DEEP 5-ISH 16" DEEP / 1 S3 / EDGE OF SLAB 2" BEYOND WALL 2" SLOPING HALF WALL EsK3)2 CAR GARAGE 8 -8 FLAT CLG. BUILDER TO PROVIDE APPLIANCE PROTECTION N WHEN REQUIRED PER FBC ,l 1 TYP @ 2 S6 STORY 21 @ 2 STORY 12r�4n FLEX 8'-8" FLAT CLG CARPET NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN `t FIELD. �W I0 I IQ I = IJ L6 lO N I I I I I I I J I S6 I I TYP @ 2 STORY I I I I 0 T fV HDR AT T-4" N ENTRY aq FOYER 368 1 1 8'-8" FLAT CLG.-- Lf) 6 A TILE D 1 N S3 NOTE: FINISHED I WALLS r _TOBE_FLUSH. L VERIF_Y_1 W FIELD. I I I I J IL I I I I I I 1 I I I I I I 0 I I I I I I 1 F- -1N I 0 1 1 Q I I 1 T a I > I I Im I 1 0 11 1¢ I I I 10 1� I I I Zr I I I 1LL 0 Iw I I IZ I I K I I I I S4 I I I I L- - - - - - - - - - - I J H.B. HEADER SCHEDULE MARK HEADER SITE REMARKS H 1 (2) - 2X6 #2 SYP / 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X381 184X37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 x 624 S.H. 16 20 X 72 18 } X 71 4 S.H. 11­12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 36jX251/2 S.H. 23 37 � X 38 � 36 4 X 37 3/4 S.H. 24 37 4 X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 621 /2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 52 4 X 37 j S.H. 34 54 X 50 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 O1 +26.6 / -28.0 ) +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 1 t�.Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1109 LIVING TOTAL 2902 GARAGE 437 FRONT ENTRY 15 TOTAL AREA 3354 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED Q a M z N O � o z Z M C, o z C LJ r o T X (� w .0 w Z E t/1 ,- o Uin w o g ?1 U QV, 0 �m N LU M W # Z W W Nz a W cL Z 0 Byrn w =�co U) ��III! !!f LLZ W W �'%\+ N <: Qom: O E SSN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o C.0 W M M z9 o Z ¢ Q E wo 00 �� Ym ¢� Z® oa COo UO � U O E No o¢ az o� az L 0 ¢ 6 ¢� Wm ra C Z oY U m 0 O ow 2 0) � J m rjm �W Q W 2N 'o > Z U oLL a �W o °z W w� �0 >° o� Z. a or U�? 0 .N > (o L > .- O ,,..� Cl) O Q �C ram, o U /I1 in C ~ Cl) 00 co •- VT r- r Li7 00 N = � � ,- m OM M N 0 o Z Z i6 E (� N E m G Q E w U J Q ti 0 J JOB NO. 19-5890 SCALE : AS NOTED SHEET NO. 1.0 i DOW rn LO i L 0 W D1 H2 D2 6 O 25- H LOFT 8'-0" FLAT CLG r CARPET BEDRO I M 2 22 8'-0" FLAT CLG, D1 CARPET T 12'-4" I H1 i 6 I EG ED2SS I U) a� Cr co co CD 0 LO I TYP @ 2 STORY 3 J D2 S6 BE I ROIOM 5 8'- "FLAT CLG. CARPET I 2'-8" 00 ^rN C N I 5'-10" 3'-10" �I c� LL 0 0 �I J OS6 3 TYP @ 2 STORY D2 2668 c�6\ 2468 B.F. LINEN 4 SH 12" DEEP son LL I cn to m 00 I -a 06I CD L I I a 27' 2668 LL m �N CD 0 LO ROOF G.T. 2'-0" BED I OOM 4 8'-0" FLAT CLG. CARPET I N I' �I W.I.C. 00 1 8'-0" FLAT CLG. I CARPET I annGI-T R&S B IDROOM 3 8'-0" FLAT CLG. CARPET 1 3 D2 EO H1 4 D2 U) 0 U) = W (� N O Lu 0 in J r S6 TYP @2- STORY H1> 4 U)D2 50 Lu ETYP @ CORNERS D2 U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS W 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 14nr EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20 X 38 j 18 j X 37 j S.H. 14 20 X 50 � 18 4 X 50 S.H. 15 20X63 18X62 S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X254 S.H. 11-13 271/4X38 26x37 S.M. 1 H4 27 � X 50 � 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 J X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 1 52 4 X 50 S.H. 35 54 X 63 52 X 62 j S.H. 36 54 X 72 52 X 7 t S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solidi or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling, On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1109 LIVING TOTAL 2902 GARAGE 437 FRONT ENTRY 15 TOTAL AREA 3354 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) �R-11/R-13 KRAFT FACED c� Q co z N O 11c, z, d N M U) z ° to o _ 'l T C/l y fa LU o O 0W e V)r:!,E o YZ '- U m ER ® L,, o = U o 4 ¢ 90 �m N N o� r d d w 2 Z Nit `n a W W a . =LL o W - z�aa�,�� z 0 Sao¢ LL�, H 2 E rn W 9l39 fllfk' 66.1 x?, c� Qom, �ESSI0 `9 �Tdl/!f 1014di1'A�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ti o Cl) M z� O w z Q E E 8 wo,m �� _ =o Z® co 20 0o @ 0 E U a8 o . ° °�¢ az CV <o n� CO t' z Y U o ° z J W Cl) a Qw zz Sz a �W W 3 �0 a oLL =F �- C7 L3 �O zl,a ¢ a 3 c O 0 .N L 2: p .! 0 O co a. ° U C0 c U cr) 00 co 00 CV T M LO N LO T 0 M N o ca z � 0 i6 r E Q m Z m c n� E= U _j Q p JOB NO: 19-5890 SCALE: AS NOTED SHEET NO. 1.1 v c a� v 's 0 0 rn M 00 LO o� ti m rn 00 N 0 0 0 J O 00 LO I rn as it aci v v rn -Z IJ r C" 0 d E r° i SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1: STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH a ec Ln 5 CD U) LLI a Li (1Z 2 . . ) C:CL co ) BATH 2 BATH 2 MIRROR 0 h 0 i" o co -/ \- OWNER'S BATH O M KITCHEN KITCHEN KITCHEN ISLAND THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. INTERIOR ELEVATIONS STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4' (16) RISERS AT 7 9116" 10" TREADS wl 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11 /4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" C� co c t� z �¢ M d N M Z � o W O Q l/I ry E � O m N W � U O y O N N M � �. {W� W W � cLLo� zz W Q���Q�,F,9��,dd app- _� F Noe'. � f r��''%�l F E®0 �e w fItJDll99e1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiaf 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o w C".)Z � Z o � U14 cu _ zo ym oo a�R, si Q � � e XO �UU O E ao aZ N � �p �w L Q ❑ W i "-' rp z m o Cn C �y oLL �w g° � a mw O �a �o CD o� 01 o L O m C _ O OO T 0 � � �••� CV � CV)N o fi3 � z E E � c a U .°� Q p � JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 2.0 F20 NOTE: w •W=120PENING W. s • INSTALL OVER STONE, 3 TYP. i •FIN. TO HAVE TRADITIONAL LOOK& SMOOTH! SAND FINISH • FOAM! EPS MATERIAL IS ACCEPTED 2 OF ND DECORATIVE SHUTTER 1" x 12" SMOOTH TEXTURED TRIM / BAND 8'-0" RIDGE VENT 12 5� F4 ----------------- COMPOSITION SHINGLES ROOF INSTALLED AS PER F4,) MANUF. SPECIFICATIONS 12 .gym �® 5 1" x 4" SMOOTH TEXTURED TRIM / BAND 6" FASCIA - r (TyP) T.O.P. --- HDR HGT. ------------------- 18" X 60" SHUTTER =I� CV 00 ti 25 SH 25 SH 25 SH FLASHING ----------- —---------- — T F2 ti 25 SH 20 ------ 2nd FIN. FLR. - MIV --------T.O.M. IT r. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. FRONT ELEVATION - B1 T.O.P HDRI 2nd FIN. FLR, T.O.M. ti F.FL. 00 LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and A C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 a O i� C M z N O — CO co z o v 0 ¢ J M Cl N N z T 4—) G/i Y t'6 w w tN �E N U C° w � �— O 8 I c U) ID ®0 • ¢ 0' m �m N !b O M 0 Z $ (� o z w LU Q -E� � a ���o L @c4 y O _Ng Q=A WH Ital t NN U00 o Q i F 1. I Nos 'f'flll I I I111 ``O the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:,To co 2 w M i O S z U_ zo rn ¢s m CL E � W° � Zoa UO C6 l— o E �O XU a8 0U az N o ¢o rw 4? ru Y U mo m0 01 Z co aw t/� 3 C1 8 go a N ~ < w"" 3 o JZ ¢ F o IIIIIIIII� z¢ a j 3 C 0 M L I`J V O■_ O C:) Q U) C = N m C I\ H o 00 • U') 00 N ICT O = M rn N T- li M N o M j O Z Z C E O f0 C JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 3.1 —Ia0 EO CV T.O.P.______ 1'-0" 2nd FIN. FLR. T.O.M.______ F.FL. COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.P. 1'-0" 2nd FIN. — — — — — — — — — — — FLR. T.O.M. 12 5[:::� ------- ------------ ------------ 01 EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH F.FL. 6'-0" RIDGE VENT 8'-0" RIDGE VENT 12 Z�_5 TEXTURED --/ CEMENTICIOUS FINISH ON C.M.U. 25 SH (TYP') 25 SH — — — — — — — — — — — — — — — — — — — 4' RIDGE VENT REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B1_ 1 /4"= General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 CO 0 M V1 () z N � 4 n. o N 2 � � a 1 l r � Y � O e c/) � e Ln o Oft � � c� m Lr CD '- 0 8 I x Q m �z o� H E� w a AZ/ 1 _Z?z0 ii „2y W LU _ m 'LO W .Q c.i a a, � 0 3 Z 0 moo¢ LLZ N � E'�� W Q ;' j 6 llfr®/ o d <• ' � 0-01 •,• _a � o OFESS\ ` /,//'111Ii1111n0'k To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C w Mz z z z U.-zov5 O oCEF ° >m k z® ca r0 _ u = R� U o a �coi O EH C:)Qz i ¢o wz M z I m� o al J j i � zo z N i !Z U pgd 11 fir o a � w ~¢ �z Y =3 H L = IIIIIIIII' o 7 CD u za 10 i 3 �O 0 .y > M L .� O O C:) co m U ~ ^, W � (nco 00 •— 0 o 00 N 't 2 c� LO N r z co O ccr) CV o Z E cv c E U 1 Q p J JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 3.2 Ul v `m -°v Q O 00 L0 I rn- S J m 00 N _ v O J 0 rn L0 I rn a v v c 3 N Cd C �C G 0 S v N i In U v 0 U N O d c 0 v O rn 0 M OD 0 O D_ C� N n ai M rm 0 .N 2" i" iv 2" N 0 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING I 2" 2 2 1'-10" � °'1 11" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1-54' 1/2" RADIUS 1" 4" VARIES VARIES T �� c l<F Mla rIN CAP iv iD 1" 1" 1'-0" 1-4„ El 0 iv 21" ---1 z 1 1/2" RADIUS VARIES VARIES -IN 4 3 4 coil - � HIV cTv i " i MN r ppN 3 *'IN v - L() VARIES ,,, z 11" ,,, z e Ch 32' i 1" 3z' 1" 2 1/2" RADIUS BASE in �- - CD iv BASE 4 rN 1 '� *NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, i" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2 �N 1'-6" i" 1'-4"Ll 1" co � • ro 1-1/2" THICK 1-1/2" THICK 0 `~ 4" 10" 21„ 4 , O) T 10" 6" L _ �L 81 NCO IN r a' 2' N 2„ 4„ 3n 6" 2„ 2„ N cn W �M 24„ 1-1/2" THICK 32' SIN M 2'-4" 00 IN Ih� i , 4„ 3„ N ar (D rM 54 , 3 a„ 1" 12' o VARIES 41 VARIES 1" 2 U) t N 22 , VARIES VARIES 3 Iz r_________ Cl i iN pp CD j CD �a �1' �ry 6" 4" KEYSTONE F11 d OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL „ 3 a 4" WINDOW OPENING 4" a' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAM SMOOTH MATERIAL IS ACCEPTED i1.a, 1 6a is iz" 54" 2'-1" 1'-11" 54" "v 3,_8„ 4" T-0" 4" 101, 1'-4" 10" r O - (00 7" iv - fV 04 1 " - i�l i iV o?o sr" 1" i„ R" 70 T d. i1„ z fV� - 1'-1" 1" GENERAL NOTES: Bid • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH I I a L� M N MO Cl 7 V z z Cl J M d O M N a � v — f6 w o o w F to c E U `o rn ,- E Rai w ° I zl-. = L N C) o N c d ®Q ¢ o N � Z rx� v� o cti a 'W"W a Z o-N � .c`O.. N C N g V N M E rn..°33 Q Z W N a M ❑❑ O O N M O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti o Cp � M w o ZwZ ILL. wo >m Q 0 O CO O� E o¢ ¢z a, wz - ro _ z U hm O LL z FF z Qi Q W U) o� ao Q U o w¢ >O C:) V OR a �U3 = 0 E2 >M ^L, W O O �\ 0 co O U M0 3: 00 (U o T ._ o T LO N co � T o M 7 CD N Z O N E f0 c d U J Q 0 J JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 01 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 1111, #10-2 copper to WH 10 #10-3 copper to Dryer METER MO210 or 4I0 SER Alu 200 amp tr 150 amp POWER CO. FEED— j INTERSYSTEM 4 Bare Cu Ground �ILIII BONDING #4 GROUNDING WIRE TERMINATION PER � WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 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. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 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 width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEP DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE ��- Q EXHAUST FAN uOt EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) f [B]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IC] ELECTRIC METER WWI ELECTRIC PANEL J DISCONNECT SWITCH ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT H.B. l IWP —__rGFI _ __—GFI 'GFI EP)AP AC PAD . ,— — — — ___ ' OPT. REF. DISC. WP 50 / FLEX GFI GFI I FAMILY R M ` PENDANT AS / r I I I ^— I IFI PER SPECS III D.W. I 12III I ROUGH -IN FORLij I \ � / OPT. CLG. FAN/ \ \ I I p LIGHT PRE -WIRE Cr ROUGH -IN FORS CAFE G=6 V J OPT. CLG. FAN/ I I I r I / LIGHT PRE -WIRE \ I ! I 1 II qFl A — — — — — — — — — — - GFI I U.C. SWITCH I FOR DISPOSAL I I DEDICATED RECEPTACLE ENTRY I FOR MICROWAVE RANGE HOOD PER SPECS /I )ENTRY \ _ — F R I LIGHT AS PATIO j C.M D IWO PER SPECS CH - M 1 3 IG CH 0 —WP — ----- GFI qp 16 — — — — — — — — P GFI@44" \ OS.D C.M _ _ _ _ A.F.F. `� GFI @ 44 A.F.F. / - - - IQ2N FLR. P F IPI•D OWNER'S SU fE I O L _ I ; -- 2 CAR\GARAGE`1I I I F -1 ' FI@44" A.F.F. I I I GARAGE LIGHT AS GFI FOR I I I ROUGH -IN FOR I PER SPECS GAR. DOOR OPT. CLG. FAN/ I I I PREWIRE LIGHT PRE -WIRE I I I I I I I I I I I I I W.I.C. 0 _ I I I I VERIFY LOCATION f VP L---_---_—J ELECTRICAL PANEL GFI @44"A_F_F_--- IRRIGATION MeTrm J RECEPT. VERIFY METER H.B. FOR ALARM LOCATION WITH SYSTEM BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Q 0 z S z r7 d. N M ONz '1 T/�-� Cn Y M ty n V O,1, to o �M _ 2 o w. t- U 00 w o g I x� U a aai rn IO ¢ sm N N m� h 8 5 o d w Z M U) w LU oZ �LU Q 0 Z o su)m Z C N O V NUM LY N-a c Q O c. U O ❑❑ rn 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CID Z Z MZ o LL ccr E �A � >o Q � V �_ 1Z Z® oa Co 1— '6 _Q. O XU O< U jO O� Z O 04 z ao Qo 0 Z Mw W r ra cj C 0Y U y2 m� o 01 Z >2 <� ZZ a`ni 3 1Z 0 g° a NW wLL LL o: o w� >O O v is a 3 0 O > C') ^L1 W > C)_ O C) Q N in U 0 � W 00 0) � O Ltd T— N O m M N � c) �; o Z Z E 10 a E U Q p JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: 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 bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 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. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 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 width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPV- DUPLEX OUTLET ABOVE COUNTER hwP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts #10-2 copper to WH 10 #10-3 copper to Dryer METER n 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. r----------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — UPPER FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" 1 ® Q 0 V M � z o z o d N M Q) A Q) � o �1_ U- /Tj � w- LLJ ` V on C) V � 0 w �,.. U m w �- E 0 $ IN Z III c Q 4m N N Z LU LL o s LU LL1 93Za,Q 96 $ N Z E LU a NaMr o 00 0 N 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r_ C CD Mz O 55� W Z U_ E E w o Wo ® � t_ tL �Q X U Ut4pY D U CL O L a °do ¢o O� wz rr � c� cj C v z QY U Nm m� o Our Z u> J aW ¢w Zz go m 1Z V oc ao n w co �I I Wa a¢ OV 0 2 O ME >M L \ > 0 O co v � in c M 00 co L O 00 CV = rn 04 r O r) N j O o Z t0 Z N E 10 N m a 0 a o JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. !N. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Upper 20 0.000000 Floor 1172 1125 161 563 40 281 300.0 0.0 (Zone 2) 300.0 "*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the followingi locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 I� 04 Q z 04 o O z o z J C� � O E3 M N z � � o m T+_J C_" y UJ O ` W F- v1 �_ E Im J� Co U �- s o 8 ! s wigx� U) • _ IO ¢ m 0 �m N N O W Z gdz w a W ii�ll/ a 0' C t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w M CY% z O z z Q 410 U_ O_ E E 2� O w ? > m 2 o a f— n7 —a) XO U aF 00 0 U p Oz z C E N t z o 6O d z �z W L r0 U)0y U y O OLL Z 05 N J � m 7 F Q W Zz Q U o< LL go a will ik �o cN' Z ID J 0 a z¢ C O O E2 M ^L1 W .� O O V) C:) Q a. 0 r ~ U) 00 rn LO 00 N = corn � r m m Z O CO N o Z Z c � E c JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 5.0 b 0 0 0 r 00 LO Cn m 00 00 N a� v 0 0 161 00 [) I rn -v v rn 3 iJ Q %o E CD E O S L v c 41. i a� LZ E2 CL O U i O c 0 C 0 J 0 I- 0 O d rn 0 Jj S rn W M r� v . ao A TYP @ 1 S3 STORY H.B.t 1-STORY 2-STORY FOOTING . FOOTING 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. J TYP @ 2 S6 STORY ■............ �.....�...... �.... ■ ■� �■ ....... ........... ......... .I_ ...... ..............................■ L9 0 0 I HVACCHASE ---- --� --- -- -----------� r ;t BASED ON .: _ LOCATION : ; I I `t• 3-1/2" MIN 3000 PSI CONC. SLAB FOR o b - o I HERNANDO COUNTY ONLY ■' r co V) I HVAC CHASE I 3-112" MIN 2500 PSI CONC SLAB OVER 6 1 — — — — BASED ON MIL VISQUEEN VAPOR BARRIER (� _� I�--- 1 �0-0 Cl) LOCATION ■ • I I D.W. 11 .......... r : ■ IL r 4'-0" — — — — — — — — III e 1 i �— — — —I I CJ CJ 10 _ CJ — — �— — — — CJ I r c'' STEPS AS REQUIRED PER I I 13 I I z �� _ ; = _ - _ _ ` _ AHU = ' STUB UP TO FIELD CONDITIONS I I I III 1 u) CHASE TO — _ _ I I /—ISLAND _ "� — d ■ I PROVIDE 1Y2"RECESS KITCHEN L 1 ---- ---�.� —. FOR SGD. REFER TO -------- -- ; : 2ND FLOOR _ J ■ '. FOR A/C F •" ` .. �■ ■ ' N N ISLAND LOW MASON'S SLOPE FOR OO'-0" I WALLS 10' 2'-3a" TOP OF CONC./ PAVER TO BE 4" BELOW FIN.FLR9,-q,, ■ SLOPEI WIDTH 3'-4" I 19'-2z I 2'-6" o o 1A I -3 1/2' I L I 27'-24' T-74' -3 1 /2" o in on S3 I 1 I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. PROVIDE Y2x 9" L S3 — — — 1 RECESS FOR FRT. DOOR] —CJ —CJ �; --- -- --------� ■ N o G G I S3 , I S3 (2) #5 REBAR VERTICALS w/ in I r Cl) - i : 2 STORY FILLED CELL ' INDICATES FILLED CELL w/ 3000 PSI • • • • • • CONC. GROUT FROM FT. TO BEAM W/ lit I I 00 I I I I I — (1) #5 REBAR VERT ABOVE SLAB TYP { j ; EW 0 @ ALL PLACES SHOWN HOOKED FTG. I I 1 A DOWELS 5" EMBED W/ 25" EXT. { I 00 I " eo ro S3 N I ABOVE SLAB GRADE 40 STEEL" { I O I J & -3 1 /2" SLOPEI - TYP @ 1 STORY I 1 f g ; I OPT. DI _ I — — — `— — — — — I — — — — N o — CJ0 CJ I o o_ 1 15'-64' 4'-5a"; 5 - S3 I a2 in :: �^ K S3 1 I I 00 2 STORY 21.-22 15-74" 6'-32' 0'-0" I I ::::::.' : I I ; (2) #5 REBAR Cl)' I { j' } {I I I • ; O W.H. VERTICALS w/ in 1 FILLED CELL I o: • ________ _.�__ '......................... . Get ____may _1__ .......... ..... t ■ ■ ■ ■ ... 1' A TYP @ 1 S3 STORY 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. 1'4' 4'-8" 1-STORY 2 - STORY FOOTING FOOTING J TYP @2 S6 STORY 6'-0" 29'-0" H.B.+ -4" T-O" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU z cn fl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 O CD p�2 z N S co z z d E3 M a � z v ^' CDo LL LWJ T N o � ;i U Ow to c e �N $ o r— U CD d 0 8 = U o U) ¢ N N ZW��oo wz Z 8 a h W N -� o IIIL Z wrLL v4. 1 . _ 'C N1 �ti?s• t`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co o co o w LL cd E =o o°® }�2 E O H fa cc::` oQ WO 01 c �o <z �? WW ar , C SY NO ma 0, }z �z Ez W d U z ` o W g �O U dz = W H� o� w =3 �� ;o � zlaF < 0 3 0 2 M ^L1 W /`J > ■_ L 0 0 0 a. co U = ° U ~ m c 3oo o co a 00 CV T � � r O M N j 0 o Co Z E E 0s C a v -j Q o JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 6.0 Er v 's g 0 rn LO m 00 N PM O 0 0 00 L0 I T 170 to A 2 /Y GJ S6 TYP @ 2 STORY FT1 GE C D_ N N CJ5 o co rn w iv aJ Lei � v 1-- w 1 Al FTF1 FTF1 7 0 LL CO3 (D 1 r W D1 I 1 LU I — — — _ FT8G_ Elm +) �15 1jr2 1 ------- ---- ------ ----- D.2 00 17 m W 7. \/ V FTF10 X CO3 FTF TI -n CJ5 i 7 CJ3 1 D1 i CJ1 1i L Ll 1-1 Lj j U j 11 j FT1GE �Cr 01 In V U U b J S6 TYP @ 2 STORY @ 2424q"O.C. V UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -1 Od x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 8d RT3 610 525 8 - 8d X 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 112" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH. 120 1061-1/2 J HTT5 4350 3740 5/8"ANCH. 12610dx1-1/2" HTT5 3225 5/8"ANCH. 1(28)10dx1-1/2 K HD B * 3130 305 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 37855/8" ANCH. 3/4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 111511060** — 8 -1 Od P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1 1000 860 114 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X i 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS hr HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -1 Od SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER) (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5%0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS-- 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING -STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS i, SEE PLAN YTRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: 14"=1 '-0" =1 '-0 O 0 z N o z m N M U) z Ln .0 o U 4—J LU y O w F- N E JAM U m m s S I z tl,....... U o T ® 0 Q I sm i lV N og� z Z_ W �c�„ LU 0 Z V`WILL a Cl • V p�OFESS�O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � w M CID4 z O Z ILL- E O Z o wo � > rn Z® oa I- 57,o �o 00 z C O C N —a) a 8 o < 2 <= W� aZ " mo Z1 >Z co 3 os go a w �L 0 CD � F o� 2IQ a o� U ,o 2 O co ^L1 W .> O O O co a.. ° U ^1 co C t\ 00 cc 0 o L0 CN N = Mrn r m O CO N Q i6 o Z z E O N E a-U J Q0 1 J JOB NO : 19-5890 SCALE : AS NOTED SHEET NO. 7.0 TYI UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -1 Od x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -1 Od x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dx1-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dx1.1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD B * 3130 050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 13435/2A20 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Odx 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 22 -1 Od X 1 5/8" ATR W/ 5' EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 (16)16d SINKERS & (7) 114" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS N1245 HTS 20 1450 24-1Od X 11/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 1 8 -10d SP2 1 1065 605 12-10d SPT24 1030 12-10d 645 1 555 1 12-1Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF =L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 241, OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) (B) r ) (A) + 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI g� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NO I E: SEE SHtE I U-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN, 0 M x- Z N O a M E3J W o �-J w o. 0 V LU E o � U w � m E 0 g f 1, 2 = d I� I��1i II in < ®Q j � N o w Z U) H �Z_,/ P =J� o�� W w ii to LL v m C7 0., W NJQd��= �us Z 0 2 doa a H.�o2.6 6 LL ��a0 �11/11*d o h . •* w * �NO R O F E S S\4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r--- coco w M z 1 O Zd l�L Q E O v za -0 wz ¢ z>z rn Z® oa _ O 00 �O o OzO = N a o ¢o jz 1. - r0 _ t Z U m0 O z U) z in Q o< OLLLL go a VF w 00 � oir 0, y0 pf- C O M nL1 W > .> �y o O O `L CO Q `o C 03 N 00 0 ■� T Ln 00 N I M LO C '— z O M N n o z c E O (a CU a U - ¢ n JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 7.1 3 v i� v 0 0 n t2 0 00 1.0 rn m 00 N tV c a> v GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel Cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ° O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS €m vlilmmmmI imm! 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM do GROUT SOLID (V Q O W O (�5 BAR CONT. 8F12-1B/1T O 'Y LINTEL DETAIL SCALE = N.T.S. f 6 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w w 8F 16- B/1 T U Q W O �Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAI. ° HEIGHT MATERIALS . c-preca fli'ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. .(REBAR 1)RAT ALTERNATE POWERS MIN. i) EQ'D CL1l2' STEEL LINTEL EAR 0 0 a d .M.U. #5 REBAR AT TOP 4- G MIN. (1) REQ'D Q 1-112" CLEAR a 4'-6" LL O i-10" LL (10 d° e 5'-4" LL :. 6'-6" LL • n GROUT Jo to <1 4 C.M.U. MIN. H :} O •••ti E O 5REBARAT =�rzn� a O BOTTOM OF a rn w — LINTEL CAVITY �U rn W O —BOTTOM U Z Co ¢ a 18"ACTUAL REINFORCING PROVIDED IN CS Z i o w n a D D NINAL WIDTH LINTEL ¢ ' d N 'D #5 REBAR AT BOTTO (VARIES) vi Ln X a. Q Q AS INDICATED o o 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 E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 7'-4" LL (�) MIN. LINTEL PLAN SCALE: %4"=V-0" Q 0 Ril— Hal z N O m� z zo J C, O O_ U) M N z ° Q) U o m a--r c7 w n a V � a — Vw ~ U) O N o V �J � � o U Co W ,— m E o g — 0 'I �I U 'o U) ¢ ° r Q M rn m N N O � Z� W M � a o ,_ �� a "' H v�z W W a ° C LL O N LU Z \klt'EAA/ o — o.— W LL, QNMu•-gf` w : Q +,� � j C� [ O tit d O. z ~" G�� ••.••••• t s .ry • '• 0, 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— o My w Z M o U65 _ Q E wo >� �® 14E o H 0. wo x� o¢ Do 00 o ZO O E �r 4! L �p �z o w ¢a WZ Wz �W 'J f6 c OY mi O oLL Z, TZ J N �� ow �w go !? p ¢ w20 d N W J � w 69� x co �1 zI¢ a ov 3 c O O >M L .> O O O Q co Y ^' Co _ 0 M� co W 00 ■ IT O Vl N 2 CO LO 04 T (D O M 04 O � o Z Z O y E Q co N C O E U O -O 10 C 4) JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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. 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. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF HE 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. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 ( ) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2, LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308,4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2, 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. ALL ROOF AND L TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 00 FLOOR T U 0 N S G FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS : 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3,3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3, WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 32.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: Via" 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF 42 4. 4. 1.2, ALL FRAME WALLS TO BE CONSTRUCTED USING SPF 42, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 1.2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4, 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4,5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BYASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be with forms. Permanent forms be etc., shall made permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete okerpo r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildingg department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 1 FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". 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. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. p 0 Cl)IEEE M N M Z OO O Z g � o 0. N __ M W Z l� v 0 - W LL G0 m /7 Y w d .Uj o s_ O w r L/) E Ul wsa C) 0° w rn '- 0 E o g wig I f = U o m < S m N N o 'r Z -6 w z UZF Mcoz� .a . Eg a NLL� o W w V ¢ tN 9 Z 0 LL'a� Ntt��f�►� Q Q �Q N w f/ O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M M w2 o S w z Q w 1 � � � ¢ o 0 a XU Z® U K =O O N L a QZ wo ¢ O 0 Wz . y U Wg m o Z aCi cq J < -° a1 <w 2 z go '� SL } U> wg NE a z W~ NJ 00 �W �o a OR 00.�S 0 C Q co ^L, 'W 1= 0 0 0 i� N m ^C, W C 3 00 co 0 °' LID W CV T � � 1= T O z Z E Q w E `m JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. S N 0 00 x J m a 0 0 O J co I -o rn ii FE E 0 x L C c t� 0 U Ev c N z CL rL c 0 U 0 00 0 0 a- 45 N N. r` 0 w M r� 03 0 .cn CORNER OF HOME GARAGE SIDE J 10'-0" TANK -LESS W/H H C G 000 5'-0" a 0 STUB -OUT FOR 1'-0" o o 10 GAS METER 0 o o �o siv N x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING, MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1li (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 117 @ 16" O.C. 111 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Cl-, 15/32" CDX im PLYWOOD OR !SS 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUNDiHEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + +++ L4- +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7!8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —t FILL CELL STD. 90* HOOK FBOND BEAM cn w `� STD. 90° CONT. #5 >I HOOK BAR BAR BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR Rli PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below, STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4 max. —A Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite _Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist: DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column wl loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall, Load bearing wall must stack * over squasi blocks and Non -stacking walls wall or beam below.* require additional r consideration. Check �r local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) l Bearing wall, Versa -Lam LVL or Glulam Beam BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall Use 3" (11 nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 7 when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or i CONT. EOM )UNDATION HIGHEST )ND BEAM Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate O BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 1 1-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7l8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( wl(22)' NAILS 1 5/8" 0 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below:* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls od nails SECTION @ I NT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges El 6" Ail %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSLLIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 4.SELECT W S JOS U J S THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)11=L Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a . • • ° FOUNDATION INFO ` °' ' STEM FOUNDATION r-GRADE r-REINF. SEE PLAN \ Filler block. Nail with 10-10d nails, Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE 1S BASED ON S.P.F. LOCATION OF SECOND H10A ° , (WHEN SIMPSON H10A . REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE �PVC OR SCH40 SLEEVE PL PLUMBING I r* U ING LINE 1/4"-2" gap • . ° • ' SEE FND. PLN. Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight sacker block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. eb stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE Web stiffeners are not required when top required if hanger CENETERED @PIPE flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE height TYP. FND. PENETRATIONS requirements a ° SCALE: N.T.S. a °a 0.6 x Joist —I I IL=1 depth -T� I I� a d 'tTj • •. ° •Ti r 'I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. n M G—s N O OD QN O v ¢ -,2 M � N _ M � a _ +� s tta n 0 �OQ� V) a= o I M N YZ/ A (J M. M LU 0 8 � � I aE0.. a ®0 o "j ¢ m �m ( N N v�i N o ow Z Z �Mv„ � m CA � w C9a��o a LN N� by a LN ;moo 0 o 0 G N O z ,t 1 tiE_ ft a LL T>R� 'e — Q •� � r s : � • F L ,... •.� ftFE S N§N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W CM M z o z U_ cd-E E 0 zo 0 w° >m aty Z® u Cc;fd gZ o� — CL O E x� a� )o 0� CN LO z az W • M c Z$ z �m m F O }z J a " z z v� Z a z N � a, o z i3 o w� >° miaF V� zas �3 2 ^ �J N > co > > �— �- O C) ch CD QY � U m C: ~ (n 00 00 ■� T ty = f1n r 00 M 0) O °' .. m N j d z z c E P m a U Q p JOB NO : 19-5890 SCALE: AS NOTED SHEET NO. SN 1 3 v g 0 CN t00 rn 13 DO rn -o 0 0 0 J 00 I 3 C Q N E CD E 0 x c J LZ F2 v c U i 0 0 v 0 J N c� N M 00 0 0 a rn N Jj 0 w m b -T/IF 7v"Ir 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF b/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ cQ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r REINFORCEMENT AND WILL NOT UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A OIL WWF OR FIBERMESH co `, ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° A F F p 2rr x 6 W1.4 x W1.4 ATTAC MENTS —� ]2' 6 x 6(2) LAYERS TYPE I OR TYPE II ° q )WWF OR FIBERMESH \ WWF OR FIBERMESH C. I a Ai 31/2" MIN. 31l2"MIN.(#15 OR #30) UNDERLAYMENT -III=I =III -I m ° I III -I I I - ° °FOR ROOF PITCH 4:12 OR LESS. ° ° aELEV. -0'-31/2"Til lam- II I '�TFOR UNDERLAYMENTI =I I I -I I� ° a °a ° ° a A.F.F. p REQUIREMENTS SEE R905. PRE ENGINEERED WOOD =T a - - ° 2x4 CONT. ° D ° ° •1 T iTj� ) - D a I IT T „ ) „ �T�I 31/2 (min. - 4 ° - 1/2 (min. - 4 TRUSS @ 24" O.C. U.N.O. L �_ ° ° ° ° a g ° ° a c�.t - - ° -L-I I - - °I- 12 -III T�I=III: T-II I I -II III II I I ° a a ° 31/2"min. -4" = I I- 31/2" min. -4" =I HURRICANE ANCHOR @ EACH -I I I -I I I I I I I -I I -I II ° ( I. ( ) I- _- II R[-� GARAGE DEPTH VARIES -LEI (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ g,� 1 - 8+r ° a ° ° -III=� - I I-) I I T -I �T METAL PL. UNDER EA. TRUSS MOISTURE BARRIER (2) #5 CONT. 4„ m-T 1-4"��" m 8„ (2) #5 CONT. 4-1 " �{�4 � ' m mg INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcc� NAILING SCHEDULE ON SHT. ,- „ S3 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3!4'-i 0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP oN�\N000s t EDGE c� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING cs o GYP. TYPE "X" @GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C Q W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�o s SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY ,coN () @ CEILING & 8" O.C. WALLS 1 ROW Zx BLOCKING MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. < 8'-6". (2) 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ CHART ON FLOOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > T-6". FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 1/2" GYP. WB MIN. PLAN SEE CC/S3 OR N LAYERS W! TOTAL THICKNESS 7/8" OVER (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10) 10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT, OR 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7 EMBEDMENT (MIN. SHEAR —cl6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ x SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -E 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH a w/ (10)10d NAILS C1, WEEP SCREED INSTALLED BAR END OF 2' x PLATE WWF OR FIBERMESH 2x P.T. PLATE ° D ARCHITECTURAL TYP. PER MFR INSTRUCTIONS o M FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU U 1x2 PT WD FURRING @ 24" O.C. _ ' GRADE �, ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ra a p, " .p GRADE 60 MIN. Fy= 6Qksi] -I I — I III I I I —I I I I I,I I Imo— o FINISH GRADE [ 5 - o • • I I I�� •- 1/2" GYPSUM WALLBOARD C #5 VERT. IN FILL MONO OR STNO SHOWN - - �.J [ ] z M �. 25" MIN. LAP 30" MIN. LAP CELLS (SEE FOOTING MONO SHOWN o ° 11=131�uli U.N.O. a. °° p _ _ _ - °O 6 MIL VAPOR BARR ER LiI D e ° I I'I I -III= _ °° R 17/8" U' ' i-_ =I I - 1T� FOUNDATION PLAN FOR CLARITY _ _ _ _ ( TIT -I I -IT� #5 REINFORCING BAR I I FOR LOCATIONS) I -I I -I -I I=1-I I -I -� N z I I I I I I -III I I=1 I 11= 1x4 P.T. BASE NAILER ° D III=III=III=III=III=III= z I T I fff- r 2) #5 CONT.— NOTE:=1 — � � � #5 LAP SPLICE (-rrr 4"x4"INSPECTION �: ° o° 1=III-III 11=III=III=1 I� � �I I �-r N 3" HAIR 31/4" BASEBOARD PORT AT EACH g ° ° III=III-III-III=1(I=) I I- � 1 0 ° - - _� - 36" MIN. LAP [36" MIN. LAP] 0 CHAIRS 8" 1'-4" 8" "FOR BEARING WALL 1=III=III-111=III=III-I T COMP. SOIL. (COMPACTED TO -I I _ _ (TYP.) FILLED CELL TYPICAL W/UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I �= I -III -I I TI- -i I -III .� 10" MIN. 2500 PSI CONC, SLAB M AT GARAGE CONTRACTOR III=III=III=III=III=III=111=III=III=III=III-III=III=III-III-III D1557) TI„1T111t I -� MIN PSI MAY VARY PER cn =1 I I-1 I I-III-III-III=1 -I I -I I -III -III -I I -I I=I I=III-1 4" V41 #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "-1 1=III-III_ III ;III l l l l l ll l l I -I L-III= MUNICIPALITY. CURB DUE To SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 t1 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G W1.4Xw1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SCALE: 3/4"=T-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL �,,S3 SLAB INFORMATION. N ' • ° t> - Z r00 co =I ° I 6x6W1.4xW1A ° 00 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR �_ > - I = = z min. 4" BARRIER D p v ° a GRADE COMP. SOIL. ( - r - • (COMPACTED TO 95% I I ----I FI�TI (TT MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O TYP. CHAIRS TYP. #5 REBAR 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z 00 -III- ��� , •::'' � T �LT Ill SEE A/S3 OR J/S6 Ilr FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 riz r j.I 11 -. rr-IT (1) #5 REBAR w/ OPT. - 1T- =T= 1 =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E fV ' T M N a•: +* r .a .. • III 'a: 4" .'' e ♦lit SEE AlS3 OR J/S6I I I ICE 11 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, P.T. 2x 1/2" GYP, BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101,J CONT. BEAD SEALANT d INTERIOR -31 /2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a )� �_ E_ M 6 MIL VAPOR BARRIER I -1 11=1 11=1 I I - _I I l l l l l „III IllIII I �'- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. • x CONNECTION INFO `N ° SEE PLAN FOR & LAYOUT DESIGN M TOP OF BEAM IV- . SEE ROOF PLAN ao d -- - - a ° e °in (2) HTS20 FOR STRUCTURAL -.' I I�r�I=I 1-11 I .. . . ' 11 BEAM SIZE & _ 1 T CONNECTION INFO ° 'A _ M T • •., 111- 2x4 #2 SYP P.T. FRAMING w/ -III , , ,� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - '�*_ �' ' 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J • o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1i2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _ d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. c' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a ih FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) z -III-III ° °. I r •- WWF OR FIBERMESH z 1=1-I 1=1I I_I I I_I I w 1= a w III -III III-1-III- z ° BRICK PAVERS or SLAB PER / COMMUNITY SPECS p oU) = III=1 • • <• a Cr " I; - -° - _ -- " � Q - - - 0-0 FIN. FLR. 000�N FOOTING J -III III -III -I I -III -III III=1-III- U ,� I=1 1-1-' BEYOND PAD REINFORCEMENT -III-III-I l l (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL("N� SCALE: N.T.S. �S3�_ 13 ILI- 0 u 0 U co 0 Z N O coO z (D Q l Z v N o 4 J _� LL T C0 Y LL! O © Qa •0 �, N w � N �o � U m ` e ax m N N CA cD '� ONO Z z' w a _LL'rn.4o, W w �5 w W W� oil Z LL El ° Im i!1 40 M 0 co <j°Fca�/df tll #111t���4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r__ O M wz w z M -__I S o p ¢ Q OU =o wj » �® oa W0 O d p �0U a z N WLm� ¢p ro U) C ZO Y Nm ZF ¢w W°o Q � go a z w W ¢o N= �� c, C:) C) O wCO ao a x V l� z ¢ '0 = O > M o O W 0 Q C Y L in cu • — T CO CE = C0 r E Q M N n z M z E v, E to U J Q J JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. S3 0 00 co N v 0 0 0 co LO 1 i 0 3 a rn N E E 0 x i N LZ 0 U 0 U N 0- 0 0 9 lz N t2 0 0 a rn 0 co t` 19 0 lk •m 0 J 12 �(\TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. \ s4 / SEE TYPICAL WALL SECTION �� PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 1h=_ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d c °a d d a a a a a a a 8 STD.90°HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1!2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J MENST r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. a a a a a e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO "BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFp �011, �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvn r nn�,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,Q { SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMf S)ON SP2 w/ (12)10d NAIL AT AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAINSPAN IN KO BLOCK AT EA. STUD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.�/l (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF . 4&. SPLICE STAGGERED - MAN. �10d@8"O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUB TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 8P2 P.T. ATE SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a' i r 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 E BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w! (18)10d NAILS (3610#SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w! (8)1/4" x 1 1/2"SDS (1835#SPF) o ° ° o ° • HDU2-SDS2.5 w! (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) HDU5-SDS2.5 w/ (14)1!4" x 21/2"SDS (4065#SPF) _ ___-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED p • A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • e • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a a as 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N,T.S. G'— SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF . 4&. SPLICE STAGGERED - MAN. �10d@8"O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUB TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 8P2 P.T. ATE SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a' i r 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 E BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w! (18)10d NAILS (3610#SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w! (8)1/4" x 1 1/2"SDS (1835#SPF) o ° ° o ° • HDU2-SDS2.5 w! (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) HDU5-SDS2.5 w/ (14)1!4" x 21/2"SDS (4065#SPF) _ ___-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED p • A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • e • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a a as 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N,T.S. G'— r� 0 Z N O 00 z o � Arm o M vi o ,N �- T Cn X W g o .O W H v1 o o � � U m W T e o _� gg g� c 'w je ® 0 �m N N yy Z_ W H w z M � W a NLLo a ' a- LU Cn z LULLM Q. a �� - . 1 , `. t a J , Z<1 C % To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o 14 � ;z E E U zo wo » ak _- ❑a tT — o U 00 = o n¢ O E a� o 0 o a z � C Y U o LL zF J <m ro zz 3 0¢ gO a W U w < � C> w¢ ' 0 a � z¢ 03 c O 0 > ie) L > >_ M • L O O O Q co C 0 N Al 0 L) r*1 ~ W � 3 co 0 T oo It O I M rn N I.0 r N O M N o N = O z to E •, E � M av _j a o JOB NO : 19-5890 SCALE : AS NOTED SHEET NO. S4 3 0 0 -d- L 0 00 T3 m I" N it M O 0 J O I i E E2 0 U v 0 ca 'o a a 0 v 0 rn N M W 0 CL U7 O N 0 W m SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C.7 NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 1Od x 1 12" AT EA, 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45. t 24" MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE 1 TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM • OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT � "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — — —� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4, TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR _ r N SEE STRUCTURAL X-BRACING, AND TOP r °' x NOTES AND NAILING CHORD BLOCKING N - SCHEDULE FOR INFORMATION co°° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2"} OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS xzz 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • • FROM RIDGE FASTENED AT ED RIDGE FASTEN AT D EACH JOINT W/ (2)10d & (2)10d EACH JOINT TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER 2tMA 4 OUTLOOKER O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT LEAST 90% OF WEB LENGTH (SEE TABLE) �GABLE TRUSS `1/2" CDX PLYWOOD OR ! 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD --2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C (2)16d EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" J BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" IL SIMPSON SP2 w/ (12) 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA.. 2x4 OUTLOOKER OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAXt EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7116" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.G. Er ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL) I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) j 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4"y RUNNERS ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. AND LOCATION) S5 S5 �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '---STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C, TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL or]—/ J GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a q I�11�1� �II�II� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS'TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 0 0 M a) p�p z N O z z o 0 —� a J (7 d N C) � z o U LL 1 l T cr�, Y jw a o LL, t,n E �� U m LU m '— T E — o g ! z •i U o N M M® • 0 sm N N f7 V ■N■ ■ S n N 0 Lai. r7-� M (Az � � C?ZQ a F+a-, a in W Nz o W >=LLo � z�¢��ze O _ co N S O> d N � N lum W �J • � �� {� 'tom Oj < • " � _1 • PW '• l �� N z "-��. �' ��'•••.....•••'' �r�' \vim I I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o �w M zo Z J L.L. Q E 8 Z o z } o od 'T ni 0.Q X QQ Z °o< Q W z wo �� mo �_ _ c = Yoz w ZI } ('/� J m ¢ Q w �z u� o� MEN U 0 <o oz�_ a -Z �w o w� >° CO v z°a I°3 a, C O 0 .y >M L >_ > M O LL ) ' nco O Q C N U � ~ W 3 O 00 W 0 T_ 2 M rn LO ,— N � O M 0 iii o Z z C E O V7 N C LL U J Q J JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. S5 e m 00 00 CV a v x CD 0 0 0 0 2 I rn v -d c 0 3 rn 0 5+ E 1,72 0) E 0 1 v c J 12 0 U v c U i a i 0 0 0 Lz: rn M J� 0 O a CID N 45 0 W v >tn (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS ,:-:7O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING /— 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d j w LAYER 1/8" THICK. w COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FORg R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM / / ETAL SEAT 0jj/ r R FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY C . wr a. L° e' " 6x6 W1.4XW1.4 — �ll — �}�- n ° e WWF OR FIBERMESH I II II JTLj jI I I I I e ° 'III—iI� III I�I ae STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU "' AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 '--STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR I ' '�T' (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION rT SCALE:3/4"=' " S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL `SIMPSON LTP4 w/ (12) 8d A 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATEICHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' O0 SEE FRAMING WEEP SCREED o zCC T 6 PLAN . • INSTALLED PER MANUF. + • 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY'WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS'r ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS)o SCALE: 1 1/2"=1'-0" ��S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 x W1.4 WWF OR FIBERMESH d. e.° a � °T I 1 'A NIP I I ICI I ICI I I—I-RIR-II I ITI I I —I (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING D E NG AS ED PER N X-X IF LL SHEET C OtFLTOtOR YST M BON ORVERICAL PROVID BLOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE - BEYOND I 15/32" OSB EXPOSURE r F SHEATHING W = SOLID 2x U) C BLOCKING @ ALL g C SHEATHING .0 EDGES (SEE OPENING SECTION X- aU C x Frw x E ~ 2x STUDS Y BEYOND. m SEE PLAN 0 1111EI'll I 1 11 —L--JU rn \-2x4 P.T. BASE 2x RIB A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O O O 2 5 FT 0 1O 0 5 FT. 4 FT. 0 (D O O 4 FT. 4 FT. Q O 04 FT. T�7 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM o NrFR , VA ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD J q ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C`1 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o d w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 J LL I Y _j q � O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH q �t—OOu� — 0 U) m LL = PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z t� w 2 _ STUD AND OR BLOCKING AT ALL EDGES. N w O LL W A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4"1/2" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING (D NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W17/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" O C STAGGERED C WALL SHEATHING INSTALL. VFRTICAI RLOWNG S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH I .0 _ • • •..Q a .. e ° q' e CNI III —I I —I I I In" a Q. 4 III III. II ,;I_( (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE I,; I o Li z N O C o Z o q Z V S J M � N cn o N _ d V� o ra, �N $ JAW U 0° rn ,- E allw � 0 8 I = W d Q Y ®Q N N M w z 4n�a2 r [7 W C W LU W a U'= Ch LU o�,sra O��o �0 N to Z UM LU `� `� Cp •� d ,.'',' e' Gam•• C) FESS\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r_ co w M M u ¢ zo Z ce E � OV a Wo s z o Q� ❑a Me XU Q° - O N a F p w0 p p Q dZ rZ tp (n c c z H No M O OE ZF, J ¢m w. �z rq Cn E. oa go a 0"' W ci CD M ter' zl¢ a �U 0 2 O co ^L' W > > _ 0■ 0 � U) 0 an C Y= U N a— i W Cn 3 V� W cc0/�0/� ■� r N N M N o Z Z = O to 4) @ C a Eo a cc c� Q o c JOB NO : 19-5890 SCALE : AS NOTED SHEET NO. S6 rn LO t c" ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING 2x8 SYP D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP 2x8 SYP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL _-2x12 SYP BEARS IN WALL �-2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" ANDJ" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING ` f 2x4 PT NOTCHED INTO STRINGER FOR STRAP /// AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'0 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J ROVIDE MOISTURE PROTECTION LZATTACH ALL COMPONENTS IR TO CONC. W/ 1" XCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 a" TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEW \ SCALE: 1" = V-0" TOP OF STRINGER STRINGERS R E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 7 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (1Od N MTS12 w/ AND NAILED TO FLOOR WITH GLUE (114)4) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED / NAILED DRAFTS P 11 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4`GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING -- H E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT, SECTION VIEW "G" SCALE: CONN. TO BOTT, OF NEWEL POST PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. F SECTION VIEW SCALE: f = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED NEWEL POST BLOCKING SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NITO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) H 2X STRI' 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC RIS R , VARIES 1 POST LET (LOCK IDE <ING 2X8' BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" ® a Q 2r lo M =ism z N O _ z C, Q M CD d. N WAN M cn Z � U 4('J Vi Y w W O [` w Q)0 0 tN �§ N o U 00 LU 0 8 Q & a sm N N goN a � z ♦♦♦ =w Q c o LU O ck LU N N a V 0 v �8OQW a 0 M. •Z (inono 6 v Uj ro � :• �� C a ; 6 .4 W z_ •••4 4 Q'� F 11 fz �',ROFE55\0 , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co J w Cl)z o Q E E Q �0 a ¢� z® Dd w0 H f6 o E � oa a� �° �� aZ N �o ¢ z� w L ra o , go � O N J < '¢w g z W cn o�d �0 ao _1 U j ao 8Z 11 _� CDa ui 0 C E v za �3 c 0 0 Ln co ^L1 W I`J > L O 0 i� CAI 0 QC Y= ° U /11 m C 0 rn 0 00 ■� T 04 = LO N O-- corn M co N ' C) �' o Z c t6 E o v ll cc U J Q 0 dci J JOB NO: 19-5890 SCALE: AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB {REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT To PRODUCT MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 ` #5 REBAR (TYP,) ILED ATTACHED WALL SHEATHING To BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING „ „ 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` '' AND NAILED W 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 �P') ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL FILL 5TD• STD. 90' `"1011111 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELDLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON 16]OIL 1x4 P.T. DOOR JAMB (REFER TO PRODUCT I Z I/ METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DISNJT. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 4 ' BOTTOM OF BAND JOIST TYPICAL TO PRODUCT APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 2) ROWS 3/16" x 3-1/2" ( O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„, w/ (4)114x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BVFILLEDPE UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDCELLN PR FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �s SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1fi10 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,r 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS �• ' '' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN, 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS • � 1/2" DRYWALL _— * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ' BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE NOTCH FACE OF ARCH W/ (3) 10d NAILS '. '.•. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL •:. .,:�. CONNECTW/BdNAILS BRACE/BLKG. N.T.S. .; . INSTALL WDW. SCREW ANCHOR-I'mARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN _A' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y2" WOOD ) O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE SIMPSON 1/2" HD (CENTERED) w/ x0 TO TRUSS TOP CHORD VFRygy MIN. 41) EMBEDMENT AT 16'ITEN O.C. + �FN Gr 111 1 -O 5 -011 SCALE: N.T.S. SS 12 + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > D o „ EMBEDMENIINTOK.) MAX2'-0" PER NAILING SCHEDULE ALL TO SUPPORT/4 TRUSS + #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 8" () SIMPSON 5 12d NAILS + + SOFFIT + D . P . o 1.0 a p ° 4 CENTERED W/ D s H � BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ 00) 2X4 SYP . s P ° °� IN TOP a 1 X 4 FURRING 8d NAILS EACH TRUSS _ o Ig KNOCKOUT / '04 —� o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d BRACE BT NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s CONNECTOR �� — � > MONO FOOTING .p PROVIDE 2 x 8 DIAG. (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL D ° ° ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION O ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTELJ ° STANDARD o ° , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%a" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. 111 "- '' "- ' y - ' "` 'sk- ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-BMONO SECTION @ENTRY L SECTION @ ROOF EXTENSIONK"M_� REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4"EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8 DIA. ALL THREAD RODcr #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" 1 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6_p' EPDXY MIN. 6"EMBEDMENT & `� Oz to SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F' 3" MIN. EDGE DISTANCE n FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p' D w a A REINFORCING AS FOLLOWS: * SEALANT — I =I I —III= Ir T o- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.Q. g * PRESS PANEL REINFORCING INTO PLACE. I I II #5x6 EMB EDDED INTO U z 6 MIN. LAP SPLICE W/ D D � � EXISTING FOOTING 2 #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I �I I ._ r I ¢ = cn N FILLED CELL SMOOTH. DO NO FURROW. S D ° ` DRILL 3/4 x5 MIN. HOLE E L MORTAR BE FOR JOINTS NOT REQUIRING PANEL REINFORCING - D N T F PLACE FULL 0 D 0 0 S O R U NG AN 0 0 Q ) t�g � GRADE � D. • . •` ' D I I I SET BAR IN EPDXY FURROW MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP .p v• ,�. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE S 7 REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS'BLOCK INSTALLATION NOTES. r P ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 Q �pp z N O z o � N z ° QJ U a I.L. t 6 0 �- 0 w V) E �V) U 0) LU 0 o g wig�- i E Q = Ohl U o z Of U) `L ° 0 ® O �m N N v�i N H Z W gad 0 w z U) - F­ t a W y� Nz E W _ � �' ioz t�¢a�,_A � C rg zi �e ek d: Cr •• J f 0 'QSV '•` ��'s'rf�I►IIIIt�t1® To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, o co z w Z Cl) o L�L_ !E E OU zo W O � >m G N 2® oa (O MO UO CD CDWz do W Ww n, _ Y U wm o oz Z Q! Q W zz Q 8 W LL 50 a �w C) ~� F C) ¢ FO ' x IIIIIIIIIII� zla ¢ OU 3 0 O > M L /`J •L O�- O .—. O Q co o -C N OL m �� 0 00 co 0 �� T LO N M � r E O CD M N = 00 o z z _ N E E @ m a U _j ¢ o JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. SS L- 0 00 I m Ib N rh 0 0 C) 1.2 y E 0 cL 0 r 0 a N .v) CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vv1 Ivu `w ­li Ii1v vrw TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 If TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --� -----/-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ xzzq ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS M2 SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y"A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 44FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SSPFT OP FPLATE FOR CONNECTION INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 1,2d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF1 SCALE:NTS (2) 2x8 #2 SYP wj O.S.B. FLITCH Pl TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 1�I� 3�_1f• BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO i SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED O, ,O SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM `- FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22"� SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO, GABL TRUS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �-• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4,, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT H I P GABLE 2"*� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER 7 SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS a 0 co o co z N O m co zo J ch d N M IL 'VJ1 r C/`7 LIJ 2 n U � Ow N C o �N 2 a ,r U CO LU '- 2 s 0 8 = ci p va ® 0 ¢ m M �m N N �- Z n o w 2 0 `r ti z a UALU 10z x M � fly, Mo \ •ry eF. �. —.1 lr1616 �r0 ©� c�i co 0 G F E $�`0� f/ltE,'r/+Qlttttkttt�` �` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co Z M co zZ S z LLL E N zo o0 g }m �N Q E Q ca f— F, X� Z® on O 00 E CCV a0, o ¢o °¢ az r� L <.Z mg z Uj Cy C n0 �m o� z z — � m J rn � a `s � LL go a W Lj 3 it �o aLL _ :E i o LY° co 'V_ o . z¢ o� U3 0 O T >M L i 00 L O O .-� O Q C cc Y c ° U Al m C r. CD 00 • - LO N �C:)00 = r M rn C T hi ' O M N O I o Z M z E O CU m d E o v m U J Q (] m J- JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. D 1 s e 3 c S C) M co o� m 00 N 4) a c 0 J rr c m -v v 0 Q N d 9 E O z a c c J N N lZ E2 U a (1) SIMPSON LSTA30 w/ (22) (2)- 12d —GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 10d x 1 1/2" (6 ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C, EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O !7 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS Nt FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • :� SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x V. FLOjSYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d IP IS BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEEOR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON AO INSTALLELD AT END MIN (3) 2x #2 SPF STUDS @ END OF •• li CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB °• • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2„ D GYP. BOAR OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1l8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° •° VERIFY W/ PLAN ! 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM I FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T,S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CORN. 2nd FLOOR r3N HEADER CONN_.__@ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. I SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2 2x8 OR 2 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION () ( ) 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN u•<oo• o• o•ao• .00. OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 112" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 10d j ( ) (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ 2 12 TOENAILS ( ) FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER a G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS O @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft ( 2) 2x PLATE SEE PLAN MORE INFORMATION L2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 1'Od x ( ) „ PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2 (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2' (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 j SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL 24' ) @ O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" lS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. COL. SIZE INTERIOR HEADER 2 x 4 #2 SPF STUDS B O N A TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18 ( ) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/$" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. LARGER P 2 x 4 P.T. OPENING A GER THAN 4 ft 2 2x SILL LATE SIMPSON MSTAM36 W/ (7) 1 10d NAILS & 4 1/4 x2 /4 O TIE BEAM �� MIN. 6 EMBEDMENT (2) SIMPSON LSTJ2 w/ 10 10d ( ) I P NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x P CRIPPLES 16 O.C. w/ @ " D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKINGOVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. 6" HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ' • *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj HEADER CONN. @ 2nd FLOOR STUDS BELOW (24)10dx11/2"NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. °•.0 o �.° ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2„ NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 () () 12dTOENAILS. 3 O/ kT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. FN �T O cc48-2'�4T 2x STUDS 16" O.C. @ W/ 2 12d TOENAILS T/B O INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x tiljN OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD g LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 wJ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. , PLATE ATTACH END OF OPENING CENTERED TAPCONS g°; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. = AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL rjj_'� 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 0 0 z g co N M UDd z a o � U W Q a U � a O ° 0 L. E o � � U 00 W � TM E o WI s 4 x. U o � ' s1 N N o �2 N W Z �. J m o 009 a w W Qa s a Vaa�YQS Z 10 i�/� cc4O g e/I o r y L OLUUA fill 56 r IY (3 C Q s5�� 111111/0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o C JZ w Mz¢ I, rcd o �o W N Q E K E 8 'T U oa p O E N N dp wo Q az �� .� L ❑ < m o >z `° z Cn CO a 3 a op LL Z a0 �w O Z ¢ 0 CIDa u ZQ 2 �U S' 0 O >M L y_ > M L O O ,.� O co �.. m v 00 co 0 0)■� T LO 00 N = CM �— N O M N o z E c a U Q p JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. D2 ^� WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ___11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv-�anmu rv-��nmu WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6", USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 z 1 2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING SELF -ADHERED FLASHING , • FOUNDATION WEEP SCREED • \V� DECK JOIST OUTSIDE CORNER i "" a PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT NOT USED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE era THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLAST ACCESSORY SOFFIT/CANTILEVER LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURALSHEATHING TRIP OF SAF RAINAG E PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 Q M pVp Z N O Z z g Q M d N - co (nv) Z o cD J _ LL- IQJ X o w~ Q)- LU to c E N �o W T E WIN - 0 8look o,... I z. U o c U) Q v o 0 ®I I 14 N N � N 42 fA Z Wdoc`_ a t� ¢ L Q Z Dam<=K O w=tea Z LL W N Z M O 0 CV M 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r` co 1Z o CQ O E E aO ¢N ZQ oa U Q0 U0 - ¢ d �O ❑ o o E Nao Z az aZ WW L ca :3 C U �g m� O Z 8w Z aCi _1< Z z to Cn T S_ Q p. U ,Z 0 W LU C) aZ r O w � � MJ zl¢ a 0 3 0 O E2 M L >_ > M L O O O Q co Y ° v 00 0) 00 It O 2 LO ,- N C) M N O M iU CV O � ^ o Z z E O CA aD E ;i m 0- U J Q p J JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. W P m March 20, 2018 Re; Wood Construction Connector Com fiance for 20151nter rational Codes & 2017 Florida Codes P To Whom It May Concern; Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood', Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and mod specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Cr2eria for Joist Hangers and Sinrlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However; reevaluating a large number of products well take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 613Df2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wwhv.stronatie,com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800 999.5099. Sincerely, SIMPSON STRONG -TIE ,COMPANY INC. Keith Cullum, P.E., LEED AP dv4BDW Engineer, Southeast U.S. Branch Page 1 of 1 Simps.. Strong -Tie Cempwy Inc 2221 Country Lane McKinney, TX 7W69 Phone: 972.542.0326 Fmt 972.542.4139 ery�honatieraorn L _ > CIO .Cn U N U Cu tf) O O � W O O O - Q - %+- > .� O L_ L Q (n }.r CD Q ��1 Q -Q -� �/ / Q CD z O � O W �_ O U O n� i..� /V�, M W L W� Z Z� Z Q J SHEET NO. PAIL 1,0 A3 - FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR3445 HU216-3 FL10856.1 ESR-2549 HD28 F 17 L 232.2 E SR-3445 HU28 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU41Q FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10656.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2548 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL71470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL172?6.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473:5 SIM200802 HTr16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS18 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456:24 ESR-2613 HTV130 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/17.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star -IMPACT) FL20461.14 +67.0/-67.Opsf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87:0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.D/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 paf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.85 +38.01-42.0 psf Clopay Building Products Residential WindCode Doors Vv8 (16X7) FL15279.102 +37.0l-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see Inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.07-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - F1.7849.28 NIA Bo21 Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032"Aluminum Gulfl.ok 16" wide roof panel FL11651,2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076,2 NIA All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 NIA 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N!A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these the n must p p p products, following information mu be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FrCGmpllwce Pa9B 1 of 121121204 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagoso ,; 12JI212018 Florida Departrent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page +a+ 1/e/1018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew 1 a! 1rmle (3) (� (D Q }a L" CL L � �✓ � Ourer W: (Dgory: Co V/ V O O O C O O LL V O 4— ♦^ O v_, '� ^, L YJ }4 CU v♦ co O L ^ entlN or � 21112 .Date P-i ns 2& Cbnlad Enaimer&Lleensa Validated 8v Yalldated Submitted FBCAoaroval Aoomvad 9taWe ru Corporation RickVAight Lyndon F. Schmidt, P.E. Ryon J. King, P.E. 10/16/2017 07y122017 lamma17 12/122017 Approved Extedor Doors (419)298.1740 PE-43409 (813)767.6555 Swinging Exterior Door Assembles riclmowbldgconsunants. Method: Evaluation Report from a cam Florida Registered Architect or a Licensed Florida Professional Engineer - r DuMiNA nn Approved for Us, Amrovedfor Usa Imoaet ` Deals" Protluct Model. N.umbererNune Product Description Contract Expiration Dab Outsldr NVHZ Seri.! ID.tl)aIi Bellssenr. PriseMLe 1 a. Thetm&Tw Rho -Classic and Smooth-Slav Nominal SSeti39;S&quatNom-Imped&quota Opaque 121892020. No Yes No WA Edge Fiberglass Single Dow (InswinglaAseig,Xcofiguration) �L ErI6Nor 2sk jja� Date Psndina DDate na• VelldateBy FBC Approvalco �Q Va,1on Manuheturor CorrtaM Enolnear&Lice Validated Submiaatl BP3p7ygSl Stoom Revision 2017 Therma-Tru Corporation RickWright Lyndon F. SchmldL P.E. Ryan J. King, P.E. 12/13/2017 121312017 12/212017 02/132018 Approved Category: Exterior Doors (419)296.1740 PE-43409 (613)767.6555 Subcategory: SrAngingExledor DoorAssemNles rickw@wbldgWnsutients. Camplienca Method. Evaluation Report from a coin Florida Registered Architect or a Licensed Florida Professional Engineer .,,=. - � O dlNAeaunnce AOProved for Use Approved forUse, IEld Denim $eat! Protluct Model. Number Dreams Product Description Contract Exalndlon Data 1nJlYtli Outside HVH2. Resistant Pressure 1 a, Thanao-Tru flbervClasatc and 5maoth-Star Nominal 6&A39;8 &quat3JorFlmpaal&qud; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Sugle Door Qnswmg/0utsvAng Xcamgura8on) _p_s_r.ru 996 _-��♦ El1�JE WIMMM M tech �' g Imn Ilfae Vsrelon Ene Yale Suben PBS A� Alum Revision 2017 Therms-Tru Corporation Risk Wright NWJWW Acueaatlon6 Ryan J. KIN, P.E. 12r10/L017 00/212017 1270M17 Approved Cabpay: Extala Doors (419)298-1740 Moneaanem kWAute (813)767-0555 SubCxbM: SWMging Ddwlor DoorAwemblist ddov®rsbtciswnaueenta Casablanca ng Dom Metlatl: Grtl6cetlan Mark a UMI Aoprwed for Use Approved far Use F— ippj PmdtlaLgmadodm gatmoME»M�n lo.lAR¢ >?wltlm.il� Bmmmt Plmun 1 a. &quo;Clnalo- mUgwt; and &quakBendnmark by 61a arch &O Opaque NM Gazed Fiberglass Door with 12131=1 No Yes No WA Therma-Tru&quok and without Skleaas. inswing and ObaWng ar fi.»ud retch EIMM.er Vetlovtl By I Ion MA moral M � :Okrs9[ii1ia Y F AD iMML Reision 2017 Therma_Tru Corporation Risk Wright National AaaetleaWn& Ryan J. ling, P.E 12202017 09212017 12122JI Approvedf�ice Category: Exterior Doors (419)2WI740 Mmapn*m MaMum (813)767405 SdbCatWW Segig Erdedor Dow Assemblies rkltw®rwbwgwnaubft CompiM o sNtlrod: Certlautlon Made orLhtlng cerium Apmayed for Ilea IaIQ� Beet$ E9eJt �alRmcdMMn `� InBYtlt 9vblkM.lODIi eeatlmt Horrors 5 A. B4ud;Smao1h-SlarBquot; and &quakBenchmark by NO and W Opaque orb Gazed Fiberglass Door with 12/312021 No Yes No WA Therms-Tnr&quok and wahout SWoFm Inewkg and Oubeeng - 6 f. Thenne-Tru.Fibw-Classlc and mod h. Stiv Nominal 1 &quotNor-jmp%ci&quoI 12131 0210 No Yes No N/A Composite Edge Fiberglass Single Door Qnswln t9w[ (come uratiort a f..Therma-Tru Fiber-Classlcand Smooth -Star Nominal W*9;0 &quotNon-Impact&glol; Opaque 121J 12021 No Yes No WA Composite Edge Fiberglass Single Doa (Ins/dngKkdswirg XcoMiguratlon) 9 I. Thohnn&Tru Fber-Classle end Smooh-Star Nominal 68tKt9;8&qudTlon-Impact&quota Glazed 12rd12020 No Yes No WA Composite Edge Fiberglass Single Dow g. I.Therms-TruFber-clessirerM SmodMStar Nolnlnel 6&#g9;E &qudNon-Impact&q�ot_; Gazed 12/312027 No Yes No NfA Composite Edge Fiberglass Single Door Qnsmingoltswlrg; X configuration) (Inswin /Outswl , X corm ration 14 n. Therma-Tru Fiber-Clasak and Smooth -Star Nominal WA%0 4trquot7lolrlmpact& ot, Glazed 12/31/2020 No Yes I WA Composite Edge Fiberglass Single Door 14 n. o- - ss a o a ; qu so- g t71p ;. eze a Cddpastte Edge Flbeconfig rallon) r X eormguretlon) Qnatiln sW l: X configuration)pra'ti4ng/qulswing; Florida Department of Business & Professional Regulation Building Codes and Standards Pali.1 a 1 a 201a Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 1111112018 Florida Department of Business & Professional Regulation Building Codes and Standards PaOa 1 a i 1161Mia Florida Department of BLiciness & Professional Regulation Building Codes and Standards Page, a1 1=18 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLMLU2Pa SO& Imp version Revision 2017 tYmtmorer kit NMdowe and Doors Cdpl:Bd"W Done au6Caaspory: Seveg Ebalor Dos Assembiias comprkmoe Moaed:. Evaluation Report from A Florida Re*WW Anidad or a Licensed Florida ProMalond Enplrrsr EBmw w carod engineer aLb p vexe.ha a Bran! Sanger LL49 Rohedo Lomas Sawn M. Ufkh, PE (717)386.3300 PE-62514 (717)317-8464 bsMnper@mhvd.donl no gem Ya9dMed jille Wd 08113=17 OW11/2017 DasPmmba no PWA,,, M Aoummd 08I762017 IOMOM17 lima Approved Stale ]Yin vwwm Revision 2017 i mut ww MI Wbbotls and Doors Colgoy: Exdedw Doors mblsianpel�rNwd.w SubCaapory: ending ExMdor DWAUaiss GmPOOM Metlad: Evalwtlon Report from a Floritla Regbhetl Amhked or a Llcenssd Florida Pmbuiond Elighes r EoMk a SdadaM EMmM iLf s YJWOeMd ®t Brent Saeger Luis Roberto Loves Saven M. Urloh, PE (717)3863300 PE-82614 V17)317.8484 b m Illift lies PMLbmM Yslid Eghmad FM AarsmtM 081132017 OW112017 OGM52017 gets Aoonwmd 10I1012M7 Abdo Approved fdo mm Version Rwidon 2017 Meouestu MI Windows and Doors GMpory: Exterior pops MMp SuhCsfttl SExterior Door Assemblies CompOMwe ill~- Evaluate Report from a Florida Registered Ardsteat or a Licensed Florida Professional Engineer enter or 2009 Enubmi LMsme Vaddm O Be Berl Shlinger Luis Robarta Lomas sewn M. Udch. PE (717) 3863900 PE42514 (717) 317.8451 bsMnger@mtvd.can gala Iota YaBdMm Millissiled OW13MDIT 011MI2017 iOY Pam fete FBC AWWJM Aobromd 081`152017 IOMOMD17 - A m& Approved r8de Mtge rich Review 2017 ISm ifielo L N VhWms and Dom Cafepary: Exactor Dose SubCats": SlNirg Exterior DwAssembeas Compftm MNhoa Eveluation Report tom a Floritla RpNMsd Andaad or a LWarmad FIN Profwiorlal Engineer Eta! , caned Embb A Li Brent ssitsw Luis Roberto Lomas Steven M. Urkh, PE (717) 3863300 PE 4 (717) 3174/54 Mlal®m(wd nger.00m Ras 20 Data hitch ydwod AWNW Mat FM AnormM OSN32017 08/1112017 08I1512017 Ion A -load 101102017 A m& Approved gWikAUMMU Apmo9ell for ts& Imam RNM QNft Assurance ADMM for Use Allamra9for U" lament DOMM 91aYhLAlM@em'd Andrandfor !Use Anpromdlbrtbo lmaw Ream F11M83324t4Produob Aparradfor Stn Adwatetlfor Use b2la loam E!a! Inil1<ZQ OL i Reamed Promises, ARU Contract saxialson pon 1019rl get s ! Premlm Effi! Pmdud Dwadogm Cooked SKOUBOM cafe In1DQE oubkb HYHZ saw" ftwom Blatt Dab n HYR Oldownwala Rosb&AHIlaBlo 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXo 12212018 1453146gtrotx96&quok No Yes No WA 4 SERIES 42DALUMM M SGD REINFORCED SERIES 42D AU M UM SOD REINFORCED OX, 12/31201 a XO, XX 98&qudpd)8&quok No Yea No WA 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SW OXO 12/312018 1483/4&quo"SP&gi NON -REINFORCED No Yes No WA 2 SERIES420 ALUMMM WD SERIES 42DALUMINUM SOD OX. XO, XX 121311 18 968quotlifiWgnat; NON -REINFORCED No Yea No WA Florida DOM. b 0. of Business & Professional Regulation Pape i a 1 Florida Department of Business & Professional Regulation Paw 1 a 1 Florida Deparbrant of Business & Professional Regulation Page 1 a 1 Florida Department of Business & Professional Regulation Page, or+ Building Codes and Standards 1161m18 Building Codes and Standards 1152o1e Building Codes and Standards 11520+8 Building Codes and Standards 1/511018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLC raga I1sa Yrnlaa IYmdtmtMa EMMLar geMaa BOaOeMaUser— YYtleMtlme gate gale )(llWeMdlmbmod DabPe+ldho 20 FICAmreri Agaroad !lime iL!]!lZLFS4 code lYpa Verslaa MImdisismL EaMLai C.� Ve9ddedBy Rom. 2111 Dab PWAM PWAmmtul 20 Aomosad Lima ss erase rim mm Vmloa Mmtgd— softa1 A, Lk— y.kdMedev Rap no Ymdend gubrokUd ! RE FWAllsonned ADo Blma 1 20h Ilea I(41i1m EYmdwwm ErskvAir Elite Vagdobdpa 21M 21M Dow ParAgm voiwmd &Wmlaed IFICAmmysl Rae Aa9rm.tl mwm Revision 2017 Clopry Bulking Produce Company Cebpsry: BMda Doom SubCaa9": Seasonal Exterior DoorAsrmbtles CowmuW Msenod: c4re5ce9enn Male or we ti Mark VYasarfield Irdertok Twang Servkaa NA, Gary Pbhler (513) 77041082 Inc, (513) 51"me -Nap $Wadopay.cart 11291017 OBM 2017 12101 17 Approved Rwision 2017 F1.0027114its Clopay Bundling Products Company Category: Exterior noon SubCabgo4y: Sad1omd Exterior Ow Compliance,Msawd• Gntiftwon Marx or LNWg� Preload, Mark VNdedkM InWM Tasarg $a*. III Gary PNehNr (513) 7704 m Inc. (513) 5104t50 11292017 08/102017 12e512017 Approved R-okin 2D17 MI VWWowe and Doors Cates": Exterior Door CompOe M*md:d: Evalwllon Report akom Florida Registered Architect or a Lloensed Florida Professional Engineer Brats SMnper Luis Roberto Laren Sawn M. Urich, PE (717) 35543M PE-42514 (717) 317.84M baMnper@mawd.com OW132017 081112017 08/152017 1011012017 Approved Rwision 20t7 FLe2914tn Prodmb POT Iedueales Comm: Exterior Doors aabcaappry: sedkg Exterior DoorAssemb9es Cempllauce MMlna GrtlScetlm Mark or Listing Dean Ruark Mism4DWe SCCO - CER Miami -Dade BCCO- VAL (041) 48"100 VW 315-2590 drwrk@pptledusbba.com 12*0017 11282017 12/282017 Approved � CV Allowed! far tea Approve tpr Use 1mQMS glaaB LAtlllLmfd Approvetl for tee Aporowdfor olQmf Bastes ge„ Aparovedarta. lama g>vm IM92 37 037 W8-00 PAN-2F151: 84A, 94, 73, 75, ISM, 190, 78, 76V, 4RST, 4RSF, ORST, $W.2RST, 48, 42, 55, 488, 428, Me, G058, GDSSV, ORBS, GR68V, AR56, ARM. EDSS, EDSSV Seel Pan (mkt. 25 CA,) Single -CM (up to VV wit%) 05212028 NONDCODEW74; W 5 Garaps Door n10Qli No oumift alw mt Yee No PJeeva -30 PSI PSF Imo! 69 063 VV6.18 PAN-2F153: BM, 94, 73, 78, 1500,190, 4RST, 4RSF, 61 SRSF, 46, 42, 55, 488, 420, 56S, Goss. GDBSV, GM, ORSSV, AR58, ARM, EDfiS, ED5SV r Dab Ste! Pan (min. 25 gaJ DOAMCor W a 1VCr 0521=8 wise) NANDCODE&OI74; W5 Gangs Dow n RvHZ ouifldr wic No Yes EeMMrs No Pry +30 PSFI.30 PSF E!a! 5 Na Produd Modal Nun*w pr me SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM 800 REINFORCED XXX 12011 18 143&quo"QS&gneL [a w4HZ Out" No m Hz HVBmlmm Yes No Dow= Pn mm. N/A E.mi 10 800.8670 (Large Mines W' Pct) VYnyl a8dirg Glen Data 04/142021 InlilB� Yet Yee Yea PrUo n WA CD C O Florida Department of Business & Professional Regulation Pegs torn Florida Department of Business & Professional Regulation Page 1 a1 Building Codes and Standards 1211X2018 Florida DepaMent of Business &Professional Regulation Pop Of 1 Florida Dsparfrnent of Business & Professional Regulation Few a, � Building Codes and Standards Product Approval Application Dstall 10112018 Product Approval Application Detail Building Codes and Standards Product Approval Application Detail irmis Building Codes and Standards Product Approval Application Detall +PJm1e PLf1a3Ia PLd14I7l:Ba !cede Entltvor gM2 memo )Jro ftfhI917.R7 I1@e' Version M uhdurar Si4ptagt EnainsarB License Validated By valuated -d FBCAondin, Submitted FACA Approved e�lih4i lade Imo Vm- RwWat 2017 CURRIES DNislon of MOO, [no Ceapory: EAWW poor* aubCsagory: ExMlon Dow Components OmroWuce Malhad: Cermeaam Mark or LMNp gross Erddmw&tLbValidated by Delta Gov UL LLC Ted Berman, PE 1641) 400.844 (305) 888-4707 ONO dodloQmoW)Ioy.w m g!M ghee y2m" Amkmod 111Jn2017 10262017 gab peram no F9CAmrs,val Apt 12106=17 lama Approved Revision 2017 MI Windom and Doors ared Sftlinga American Architecture] Steven M. utch, PE 12(292017 12/13/2017 o1A19 ens Approved category: Wridowa (717)366-3300 Manufacturers Association (717)317-S464 Subcategory Sigle Hung bsl0inger@mrm.com Com pnanoe. Method: Codlaednon Mark or Us11ng -. r n; : , �; : ;5.1N'748g3F2'p`rmlukk 1. ,) 3N� i .-,` ' ., ',: . ': ,... , . , -: .. _- _ for Use Dead, 996 Imp vwwm Revision 2017 Mmmmaux Clam alsoft prodlecte Company COMM: Exbrbr Doors BuDCaapory: Sectional6Ra1or Doa Aeasmbliss Compliance MMhod: CertlMatlon Mak a Lhtl rig B FndmM,a Lbw Validated pv Mart WesariaM lnt*rW Tooft Services NA, Gary Pbehar (513) T70-WU Inc, (513) 510.658a nwiastemeM@ctopay.axn lien 21M YamMm iWmtlYd 11rhii (SM02017 gWAPknaM lien I Aparrisid Approver( 12/052017 Am& Approved gnats Mae version R&VWM 2017 lMmd h. Clopry Buflft Products Company Category: Exterior Donn 8ubesapay: Sectional Exterior DowAwmbess CoriplWrce Metlled: CedMcetlm Mark of L steep Entity as VMIaMed By Mad: NpbrBeld IdeMkTparg S*mlws NA, Gary Ptushar (613) 7704M Inc. (513) 5104M mwasaAloW@elopay.axn lime gala Vpldab( submaw Paul I1/2812017 OWIOMD17 ghee Aooroved 1210612017 B9mn Approved m — � FLa179774H Irodrraae saps Poduw Modal Number ter Name. OpMiNA urenc P guct Descdabn Cpm[aet Expirrtlon Data Approved for Use A roved In HVF♦1 Duhw NVH2 Impact Resistant Pressure ipaj Guests Amu 290kuLuwmdmgo Ap➢rsladlglke AW�(!d InIRW for Un bass CkONS HVHZ Bodl= Dmim Humes, ieni PromeLMatlatNmeearpr.Naxr product Descriodon gmhaME�Bm.Qa A9umYffi.iwUse ADDrwed t InHVMi Outside,.tODIZ for the Imam Blow= limbs p— Bmi Product EmM. auwb fdabd&Mkwmgw Aparoved.ibr Un Approved for 1.HVHZ OUIRIOMMM Ind EmWMa Reim Ptemlm 2 165 SH 52r84FIn:Flange Frome IGLSG Single Hung 10/032018 No Yes No +-7wsg. 1 607, 707, 727, 747, and 947 SbVb and Pate of Doom Flush. Oozed, and Louvered single and Petra of 12/31=5 hollow metal doors. Yu Yes Yes WA B6 D86 We49 PAN-2F+63: 73, 75, IMA, 94, 42, 46, 428, 488, 4RST, 811 GDI GRISS, ARKS, EDSS Sala Pan QW. 25 GI Slnplo-CM (up to SV Widb) 0512irme MNDCODE&f174; WS Gasps Door No Yee No +38 PSF/42 PSF 102 102 M16 PAN2F763: 73, 75, 84A. 94, 42, 48, 428. 488, 4RST, SRI Goss, GR5S. ARSE, EDSS Steel Pat (man. 26 ga.) DoublI (2T to 167 05011 wide) WINDCODE6/17k W6 Getaga D. No Yes No +31 PSFI-41 PSF Cn10 O Florida Department of Business & ProfessionalegU a on Gaga 1 of 7 Florida Department of Business &Professional Regulation Building Codes and Standards P.g.1 a, 1=18 Florida Department of Business &Professional Regulation Building Codes and Standards Pawnor 1 Il=is Florida Department of Business &Professional Regulation Building Codes and Standards P.w 1 or i 115=18 Building Codes and Standards Product Approval Application Detail 12/12120.18 W Product Approval Application Detail Product Approval Applkadonn Detail Product Approval Application Detail (D 0=111 MENNIZONNEMM Code. Ij(ae Version Menuhduror En6N or coined Endneer A, License Validated BV Due. &at Date Pendlm Y.1lldMe$ Submitted FBC Atio-nil Q& Approved Ply. PLIiIa�34 PLC gads Imk Y9mm Mweltallialis Baft or iOWAra Eowinm&rilamd By 20 Ra YJMam ambm t d Dab Pmdlm Rhea FOCAMrsrM Aiam)W alma Sad! mm VarsMB Mw dMdww BtsMLer gmMn EoaMkM.aLbm vandsted 8, 210 Imo: omPOMIM youddd SubmMd PBCAmmYM 21M Agp@ad Alain 226 mm vMaffi tMm Eft pr rBMml Ermk a &IJaaesa Validated By gate Bach YMid bbd Sub DA& Parishes RICK FOC Apprwa( Apt Blmn Revision 2017 MI Windows and Doors Category:WrxloWs Bread SBlinger Amercm Archnequml Steven M. Udch, PE (717)366-3300 Mam:radurem Association (717)317-8454 014212C18 01/032018 012212018 Approved Revision 2017 All Mallows and Doors Caappry: WNdom SrrbCatspory: Fixed Comp6ew ill~. 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Thompson, lob. dba Thompson Architectural Metals company (TAMCO) Gtegarl': Roofing subcategory: Roo" Accessories But are m Ir C Pad d6ne RagW ooSyan CompWnee Mail": Evaluation Report horn a Florida Registered Ard:Sed or a Licensed Florida ToryChrialman Zachary R. Priest Loire Bowden IBIS) 248-9456 PE-74021 (334) 300-IWG to nytillgamreYodln9-core 10/1I0r2017 110111012017 10/17=17 12N2/2g17 Approved Revision 2017 LV. Thompson, Ina dba Thompson Archiactind MMNs Company (TAMCO) Caere": Roofing ln Roofing Accessories that are m Integra Part of 11 1 EvakNbbn Rportfrom ■ Caegtirw Fiords Registered Archbd or a Llosm ed Florida Tony Christman Zschary R. Priest Lodke Bowden ($13) 2483456 PE-74MI (331) 300-1800 ton g.aom 10110/2017 10110)2017 10M72017 1211202017 Approved Revolon 2017 L.V. Thompson, Inc, dba Thompson A.anNedursl Morels Company (TAMCO) g Sub0defforyi Roofing Ace.. Repod from s Florida Registered ArchNect or a Licensed Florida Tony ChrWrmn Zachary R. 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P at Dig rite DPdlrw en Fta1se1s4t2 FLMM104ti lyglVersion Manufacturer contact Engineer & Llurue Validated By ValidatedateSubmitted Approval Approved Status, am mm Yersdm RavWm 2017 Nififflififillififf LV.Thompson, Inc. dbo Thompson Architectural EBW Or Corded Engineer aLicense Validatedge Tony Chlob nan Zachary R. Priest Lode Bowden Dena Pet Welded AWmftd 10f102017 IOMOM17 20 l AM@Ld 10/172017 12112=7 Alma Approved 2991 ])me Version RevWon 2017 ttatnl Florida Metal Products Inc. Edter a Cooled EmfMer&1kMM Vsikhod by Clad Jones James L Surfer, P.E.® Michael John Romer, PIrs go Yskw biolftd 10012017 10t05/2017 own pecwm 2e$ PfficApprovol Answered 101272017 12112/2017 $fma Approved ReNsion 2017 Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that: are an. And- Carter James L Buckner, P.E. Steven M. Urich, PE (501)982-6511 Pr-31242 (717)317-8454 &carter(-Iwnanco.can 041092018 12/18/2017 0052018 06/12/20.18 Approved 220 I101e YaWgn Review 2017 BmIdmIQL aorta Roofing l Monbd.ihDa Erdo or contact E—--- &Llcense Validatedge Thomas Jemmet IAPMO Uniform Evaluation Gary W. Water Bed. Pk Dab Penalties!� Yellowet aWesitld PWAggnw9l 10/152017 to/oawl7 Appmlert 1021=17 ata4a Approved m — Metals Compaq (TANGO) (813) 248-34M PE-74021 (33q WO.1000 Category, RoOfieg (904) 7&%&W CBUCK Begkbabg P.E. Integral Part of the Roofing: System- Category: Roofing (602) 209-2288 Seekws LLC. P" 864-0180 Category. 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