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HomeMy WebLinkAbout3200 Nubbin Ridge Lnd ti 3 a v n 0 rn 0 L0 I rn i Q rn 00 N a u7 r` 0 J C) 0 L0 I rn a� .:L ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. 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 orADJ. 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 or A.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 REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. 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 SD. 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 orHdr. 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 K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP 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 MIL 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/ or w/ With ELEV or Elev. Elevation PED or Ped, Pedestal WA or WA. 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 orWDW. 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 Plt. 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 FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 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 I ALL WORD SHALL t:,QMPR Y `NITH PREVAIL14 NATIONAL ELECTPII.,A CO F, PLAN 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 FRAME —WALK REVISIONS 01-04-18 3.00 2017 FBC UPDATES 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 LM IF= 1!4 1!4 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR GSM COMPLETE CODE INFORMATION. a4e 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. I� 0 a Z N O a J ch tl N ZE3 M 0 0 OX Y U 0 vt c e r U `n LU T s 0 8 3i U o rD2 �m N �O d w z Z LU MNcozy LU w NJ oS V a fl.�LQ �J LL �r ZROFESS 411 00, 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 Engineers signature and seal. o ffi C`') CO o Z s LL Q wo w=❑a }m z® ca OU x� ¢a wo° U 0 o E [V <a 4 W, L Z U ym m O O LL z U5 3 QW z gZ 0 8 �K NLL F =CD W Y F co o 5 O U 0O 0 M > L0 co .-. LJ. co O ° m I� rn r Z o L000 N = U-) N N r ai M M N 3 N i o Z Z c N E O m v a ci0 ¢ a JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. CWN S 0 d 3 'C N s r- Cq rn C) 0 rn I rn a rn 00 N CD Of x L0 0 0 I rn C C T O S6 J TYP @ 2 STORY H.B.t 25-SH AC PAD AC PAD I uw 1 O i Q I _ _ OPT. REF_ • _ _ 5-SH 16" DEEP 24 24 24 Z4 39 Z I 10 26'-32' - t" W w 12'-44" 1J t�i i �t 24 I co r _ Z FLEX I w I = O PAT cn I B 8'-8" FLAT CLG. 6 1 � N - C9 N N I FAMILY R M I TN 5- H 16" DEEP CARPET I I v - = 1-_•_:, Y 1 11 D.W. i `� ■ 8' 8" FLAT CLG. I N III I I = J j O I O _ 50 CCARPET TT IN 60 o? CAFE co I iL _ __j l El ~ I I NOTE: FINISHED WALLS I 00 S6 TYP @ 2 STORY r I C7IEN T TO BE FLUSH. VERIFY IN � 8'-8" FLAT CLG. CARPET El L 11 i IL I HU x i R/A FIELD. I q - HDR AT 7'-4" (3) 2X4 #2 SPF W/ U_ I 1 1 o (3)16d TOENAILS o. op OW 1 LOW WALL OR SPINDLES PER SPEC. 1 8'-8" FLAT CLG. b O U 1 E 16'-42' @ BASE 4'_0' 518 z� Ji I T-4„ 3'-112 ,L�orO 18'-9" 3068 I 2'-0" -01, ENTRY - o ' N 0 `� I I LO 50 F Y R PATIO A 2_ -- 1 I H1 H1 TILE I t.I 41 3 - `D - - G 16 �� - o q rcocc 2868 2868 15 S3 O 1' 4" 5-- -- - - - - 14 N S3 NOTE: FINISHED WALLS TO BE FLUSH. LO D2 6 N I� - - - - VERIFY IN FIELD. 8'0"F T LG. 7 - - - - - 1113 - EDGE OF SLAB 2" I U I I ■ 00 -OP W 8 I 12 I ---- t- BEYOND WALL I I� I I IAIR WI E I 9LL 10 _ 1 I b N 8'8"F TCN HANSON BOX X +42" SLOPING HALF WALL I I I J I @ 36" A.F.F. I /P D DTHRU I I I I N S6 OWNE S SUIT E O i WALNT S3 2 CAR GARAGE T TYP @ 2 STORY 8'-8" LAT CLG. T L „_ I R&S 8'-8" FLAT CLG. N i o I O 1 F� 1 1 1 o C RPET N _ 43)2)U #2.8PF __ _ 5SH d I 16" DEEP rn I I p I i I I I N 1 TOENAILS @ G I H I O I I 1 1 w 15 BASE S3 I 2668 I l 0 1 1 l m 91- " FLATLG I I r, I I I I I m 10 I ILE I C0o �� �b � 14'-9" "' T43'45'-0" T-7" 214z I I o ■ 28 8 I oil TB i � 2, 6„ I I I I Iw I J U) I W.I.C. I O ul LU - N w Mba O FIBERGLASS SURROUND I I I $'$" FLAT CLG. I CARPET W. p BUILDER TO PROVIDE Eo I K S4 I I 1 I T 36" X 60" L_ J APPLIANCE PROTECTION N I I I SHOWER R&S WHEN REQUIRED PER FBC L - - - - - - - - - - - I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 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 H6 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H$ (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 18jX254 S.H. 13 20X38j 18JX371 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X71 j S.H. 11­12 271/4X26 26X25 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 1 X 26 36 � X 25 1/2 S.H. 23 37 4 X 38 i 36 4 X 37 3/4 S.H. 24 37 4 X 50 j 36 J X 50 S.H. 25 37 1 X 63 36 J X 62 1/2 S. H. 26 374X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. C,anaral NntP_C 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" CA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET U SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIiIIiMASONRY TYP. 2x FRAME WALL 1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING H B ONLY" ARE FLOOR SYSTEM SUPPORTING ONLYAND A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6 STORY SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) � CO 0 c� 0 � N MCID z o V o Z o Q M d N _ M U) z N Q) � ' � rl N_ Y 0 0 w cn t~ ELn dt] U w 0 8 all 0 o z tml 0) M 14 N N .n V U1 O d � ^ d o w Z Z� J 2 o 0 a w � �o W a E cW w W V¢'o.��A ! z ZZ aW V N 1 ¢ + LLE Z h� Q W � r Q .. 22 �.@,� F E S'S�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, o M w Z _ o � 14 U_ o_ E � w W o Z o _® oa I- Cd _� O XO 0U � Q '0ZU o� N W. ¢z tt a? no inr _. C Q) U .2 mo o� Z Q W J rn U� F p EN Z Z d O Tw o- ~� 'S CDra- Uj x3 �0 ii � �' CO c 0 0 E2 > M L M N `-� O CN CL m 00 3 Z r Ln 00 N T. Lf? O N r ai M � N N W I\ o Z CU Z `-° E p N E 2 a o '0m U Q p a�i JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 1.0 V r----------------------------------------------- L 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 L---------------------------------------- 29'-6" TYP @ 2 STORY H2 D2 33 3 O D\ 2! \ S6 \D: I I I 1 BE I ROOM 5 8'- " FLAT CLG. I CARPET 06j 00 6 I jLO U) z - I � O NO N 22 I 1 w D1 I O zD D2 13'-2' r 2'-8" 13'-8" v * IN I � LOFT T N 8'-0" FLAT CLG CARPET C I I 4'-0" 3'4"11. 5'-10" 3'-10" 12'-0" " I C'7 C3 1- I u- u- 01 I I 0? M 0 H1 4 +42" HALF 1 I D2 WALL 2 I\ Il UO I o 3- __ __ 1,,\\ U)/ I N D2 4 - - - I 1 6- - - - 8'-0" F T G. Xj F- w % 1 M I - i _ X14/ I BED 00 4 5 _ N _ 115 ML 4t_ _I 8 -0 FLAT CLG. J 6-- io - I 4- o -- PCARPET S6 7 13 _ _ _ I CD TYP @ 2 8--- 112----- = O 2668 STORY g 1 -' ss --- - 10 ---- H I W.I.C. _ FIBERGLASS 18'-0" FLAT CLG. I o TYP @ 2 M SUR ROUND o► sS� 'S CQ I CARPET v `V STORY o c� �.------------ f 1 a m 1 R&S T-4" 5'-0" 2668 4'-2" V-8" N BEDROOMI 2m 2468 B.F. B I DROOM 3 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. D1 CARPET 4 SH 12" DEEP CO 1 CARPET H1 D2 W _ w 1 rf U� U' CV 12'-4" 2'- I• 2.j ° 12'-0" w O iv I EO I I LL I m I co U) I m N 00 1 05 06 1 M CV O O 1 I O `° "O U0 H1 D2 I I I I EG ESS 1 I 25 SH O S6 TYP @ TYP @ 2 STORY D2 D2 D2 CORNERS U.N.O. 26-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 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 H6 (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 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 71/4" 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 140C 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 20 X 26 18 J X 25 4 S.H. 13 20X38j 184X37iq S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 184X62i S.H. 16 20X72 18JX714 S.H. 1H2 271/4X26 26X25j S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. iH5 271X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 2 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 j4 X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54X38j 524X37i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET H SEE SN SHEET 140 0MPH 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 �111��1��1�11111� • - 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 "A111 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE FRONT ENTRY TOTAL AREA 437 I 26 3359 I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 0 SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35, MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D C LANDINC STRINGE CONNEC 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 a I)Ln c�Ln , LIM N CP 9 00Z < 0 l0") 04 ICU MIRROR 0 F_ 0 80 Z Fi Z OWNER'S BATH 0 M KITCHEN KITCHEN KITCHEN ISLAND `— THRUST BLUC:K StC:URtU 10 SLAB w/ 1/4"X31/2" TAPCONS@ 16- O.C. I INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ V 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 112 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 1114 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" I n i 0 0 0 co N z o z Q� � N M � C 'n O l:J � A JL W O O W i COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS F11 1" x 12" SMOOTH 12 5� 8'-0" RIDGE VENT F4 — 1" x 4" SMOOTH 12 TEXTURED { I 5 TRIM / BAND { I � 6" FASCIA l J (TYP) T.O.P. HDR HGT. T 00 TRIM BAND 2nd FIN. FLR.,,l HEEL CORBEL LE BEL IEETEXTURED CEMENTICIOUS FINISH ON C.M.U. 1EM JIM--R FRONT ELEVATION - Al 12' RIDGE VENT SCALE: 1 /4"= V-0" . T.O.P. HDR HGT. to GABLE END VENT SCALE: 3/4"=T-0" 1 —I00 - � 1 N ' I 00 _ 2nd FIN. FLR.J - Mi� T.O.M. HDR HGT. N• _ F.FL. LEFT ELEVATION - Al 1 /4"=1'-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 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 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 SO. IN. OF NET FREE AREA / SQ. FT. a ui... uL.- 0 0 m z z 0 J M a M z N o Oro LL' O Qn .J _ Ln �Ln = 8 (� C) m i_I., m �— [2 E 0 U o N N N M W o o w n a Z W O M2 U) �Zo H ti o a w y Z aw LY zUA c�aA 0 0 Z_ QLLM III a r > d c U 4101,, O� OFESS\p ``\\N lel®'f 11111111151\m 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 w 19 co o Z LL_J E u z a o, �� da �° 0 O E N¢o ¢o a WW L (� C Z � < U �m 0 m0 Z W J t!) N F d o$d �w sW z Z g0 oz =3 CD CO �w O� � o a r �+ o� °� `o M L W c N co O /.-. /C 0 V oo ■� z C:)oO LO tV Ln Q �-- N c N MCc) N 0 f6 z C 7 O y E `m C aU °� < p -1 JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 3.1 r 14 RICO co M M -�6 ti CMS 1 P 1'-2111 4 T.O.P.--_—_- HDR HGT. _ _ _ 2nd FIN. FLR. T.O.M. F.FL. COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.P. 2nd FIN. FLR. T.O.M. F.FL. 1'-011 if. 12 5� / / 12 / / 5 G� / / / / / / / / 12' RIDGE VENT CJ ----------------- CJ / WEEP 25 SH EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 25 SH TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 8'-0" RIDGE VENT 12 zz::::�5 \ \ \\\ 12 \ \ \ \ \ T \ TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH (NP.) 25 SH — — — — — — — — — — — — — — — — — — — 4' RIDGE VENT 25 SH 12 �5 -------------------------------------- 1'-0" 2'-0" REAR ELEVATION - Al SCALE: 1 /4"= V-0" RIGHT ELEVATION - Al SCALE'. 114"=1'-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 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 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. L s 0 O Cl z N O � o z o J tr] � N E3 M un z Q) L C/i Y C6 W o •0 w t!1 c E Ln ws � � a U m w �+ wig= o ! � U o � c u' o o • �m N N Q f0 h N o oocv �' w Z � R O Z� y M m z Q w I gLL r, oU W W Q to v C7 P' w W Li a �w O -o cn p Z z U E��;' Q LL W � • V ►� Of (� c+s y La41 F., 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 co J w co M m¢ o Z z J E a w oz g ym Zo <� :i E o @ I-- w �o X U 0cL � fQU�Qyy o D L Q ww w C c ' z �gZ� o o O w mz >z J �w o2 go a o� 3 O MJ CO Z¢ O V3i c O 0 .y > ('7 �L1 \/ LO � N m O CL m � r Oo Z O L0 N = Lo o r ui M CV o E N N i Z z E Q N E N m C a U 0 Q p � JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2 2" "NOTE: 1 iv FOAM TO BE USED 1" RADIUS _ ONLY WHEN 1/2" RADIUS �M REQUIRED BY °IN 3 1/2 RADIUS COMMUNITY - 3/4" RADIUS 4 4' it eo SPECS. IF NOT, �'� v CO DETAIL TO BE 1" 2" OPENING VARIES 2"2 1" 1" ° iv IF BUILT W/ STUCCO. 1/2" RADIUSI" 4" VARIES 1" 1" EDGE OFF 1" OPENING VARIES 1'-4" b cli 212" VARIES M 12' VARIES o 1 1/2" RADIUS T to 4 42 2" 4" - 2 1/2" RADIUS Cn 3111 1. 4" in ;—��,� MN oily t-=J lti M>� *)a4 j. VARIES 1232" 11" 32'3" 1" 2' BASE BASE 1,& 4.. 1 -0 N 1111 z N o 2 _ "NOTE: VARIES 8" 2' z o Q FOAM TO BE USED 10 4; N 3„ ONLY WHEN REQUIRED BY V-6" cn z COMMUNITY 1" �N U' LL_ SPECS. IF NOT, 1" OPENING VARIES 2" 1" 1'-4" �'' L_ DETAIL TO BE 2" 2" �� 'U a BUILT W/ STUCCO. 2 • 0 — EDGE OF c!1 e OPENING N x U m LLr 1-1/2" THICK 1-1/2" THICK ®® 4" 10" N ¢ � o 10" 6" C� N r o w z v 24' N �� y� LL r' o U ii a <d a w x b� Z OcD z 3 LO IN �� N M O Q N M rn Ca W o� � o t` 3r ❑ ❑ 4 6" cn � 1� 2" 4" 3 2- iv w w 2 iv 2„ � a� rri Q Q o L I rn oo oo T3 1-1/2" THICK 32' m 21' 000 o 4 �N N °la 51" 1'-5" 51" 7„ a� 54' 1,-4„ 3, N o IN TM O 3 11 T VARIES VARIES 2' M LO 2' N oCO I I I L 22 _ To the best of the Engineer's knowledge, information and belief, rM the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - c I VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for vi • the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 3 32 M 30 6" 4" KEYSTONE F11 0 _ KEYSTONE F11 00 I� Ui ? o z OPTIONAL OPTIONAL Q o w E u aS wo o0 I • <V CV x o i `° R `° 1 41" R 3 o f a z a I 6 2 4 4qr"' 3n N c rn "2- + 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" o IN Z c� 2 NOTE: - a�i � ' z o • INSTALL OVER STONE, TYP. ti J a w Z o s • FIN. TO HAVE TRADITIONAL oo a Z c VARIES LOOK &SMOOTH FINISH a o 1, tr J , • FOAM/ EPS MATERIAL IS az =� ACCEPTED a ;o C> o� o r7 NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & 2 _1 1'-4" .o Q o SMOOTH FINISH 14' 1'-64' 14' 12" 0 f-i • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" > co " 4" T-0" 4" W 1 = iv / 0 10" 1'-4" 10" o L0 0 00 `� N rk�n O �--� x N � Q o 4- rn r R " O�O/� ._ z o Ls ) W a _ co N COD Q M N o v N oo b m � N iii Z ih i T- Z E % c Q Q J o a c 1" Rro-.cc 1 �„ JOB NO: 19-5903 1 2 SCALE: AS NOTED ;39 N - SHEET N0. GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 n ACRYLIC SAND FINISH 0 N t 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 METER MAIN 0 200 amp 150 amp POWER CO. FEED — INTERSYSTEM BONDING o TERMINATION PER 7� NEC 14, 250.94 NEMA 1 200 AMP #14 copperto lights & outlets #12 copperto 20 amp ckts #10-2 copper to WH #10.3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground 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 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 4 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 rOr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pa PUSH BUTTON SWITCH (OPTIONAL) 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) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR ( J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT H.B. LP AC PAD ___ GFI _ ' ______ • ____GFI _ OPT. REF. DISC. - 80 FLEX WP =E) I T GFI I \ GFI I FAMILY R M ` PENDANT AS r 11 ,_ j ' / , 'A PER SPECS I I D.W.D W I L H ROUGH -IN FOR I I _LEI OPT. CLG. FAN/ \ -z' ` CAFE j LIGHT PRE -WIRE -1 \ ROUGH -IN FOR-,, ` GFI i i I .. _ OPT. CLG. FAN/ \ - �� / LIGHT PRE -WIRE \ la .... GFI U.C. SWITCH ' I FOR DISPOSAL I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE j HOOD PER SPECS F R PATIO I C.M D CH - co 4= ni WP \ - ----- GFI — ---- — — — P \ GFI@44" C.M 1 16 - - - - - A.F.F. S.D -- -- 15 GFI @ 44" -------- 14 \ - A.F.F.\ FLR.--- \ I Pj. OWNERS SU fE 2 CAR�GARAGEI i J I -----------� FI @ 44" \ I I I I A.F.F. G � GARAGE I LIGHT AS GFI FOR ROUGH -IN FOR GAR, DOOR OPT. CLG. FAN/ I i PER SPECS PREWIRE LIGHT PRE -WIRE ' I I I I I I I I I I I I I W.I.C. I 0 VERIFY LOCATION --' VP L_________- ELECTRICAL PANEL I GFI@44"A.F.F. dh c-i IRRIGATION — RECEPT. / VERIFY METER H.B. FOR ALARM ___/ LOCATION WITH SYSTEM BUILDER FI �I(LIGNT AS PER EI WP I GFI ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 O O M z o v J c] M z CZ Q) � Y f6 w o j� o Q Fj w N �N fCi �- U W E 8 El _ U o' °� C Y =. m ® C a co 8 �m N N b 42 Vf E M Z LLI R N a? J ayi 2 w ii � Sty r` U W v ° w LY y ti z z a LY a V 0 Z 0 �o< a E Orl W a�`MQ umZ U O� ❑❑ rn 0 CN 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M coo �W z Z S L o E E S wo uj � Z& Z® C73 ¢Z � _ O 2OU XU a¢ o U'O o¢ dz N ao ¢ ¢� a% r✓ ra CO O - c Z r �m 0 .0 0, Z> F Z ZU5 -J ¢ 0 20 Z U1 � ?, Q ~O O O U a �w W U wLL <o oWE �— �3 a ;o � V Z. a UO �O0 > M ^L \/ LO c N �-. co -j O Q C 0 0) N /11 m -10 � � -� 0) r 00 00 Z o L0 N 2 Lo cc)0 r M N o Z E �n a E • • U Q p JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 4.0 i A rn M O 14 0 0 w . 83- 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 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 01 #10.3 copper to Dryer METER MO2/0 or 410 SER Alu 200 amp 150 amp POWER CO. FEEDS j lull4 Bare Cu Ground �44INTERSYSTEM BONDINGROUNDING 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 DUPLEX OUTLET ABOVE COUNTER KwP WEATHERPROOF DUPLEX OUTLET I 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 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) f [a]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) Tq TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER n ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 1-27 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 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 I— — — — — — — — — — — — — — — — — — — — _ _.. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" a 0 z N oISM 0 0 z o z 0 ss J M C3- N C] U)Ln z .o Q) w a � n 0 w to E �N = N U CO r-r.r E g x� cJ o U) q. m m ® 0 �m N o� h Z U) � � d d w � Z W M apZ� _ LU 0. W LU > =LL oZ a OO Z ��¢ ce Z C N O E A LL Z M E m N Q M W U F ❑ ❑ rn 0 N M 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r-- co F W Z CID t j a E E Z Sz o zZ tt > o zQ Z® Q ~<= w� _ 0 a` 0 O 0 o � O N E i wo 4o aZ ¢� L ce3 r� ZZ a 0 m� 0 Z�_ r�5 0M G Z go W N f1 > o w n w rn f- V <� o W =3 O O <¢ w � O 0 a = illllllllllll� CO v Za °� 0 0 L CN � J � L.i 0 'NNa m L.L 00 ■T� Z o LO N I Lid o CN T M N o Z c O N E M f0 o a U s m a)) JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 4.1 C1 ATTIC VENTILATION CALCULATIONS - Al 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 ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-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 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 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. r Q 1 M M O .Z N110 W 10 z o a J M d lY _ M z o Q) 1 --J 1- Y ' V w O o •0 — E w F- VN c o ws U m w rn m 8 E2 E q l .., 10 = o o C) c U' ¢ 0 �m I N �D N ED LU y a w p 0 Z O c � 5' m I LLMZ l 1 - //`p6 CQ ti �,. 0 cSi UJ 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 to Cl) W z M z$ 4S � Lca ao E OV wo Z' z® FC @ C O E g o¢ ao oL 10 ° dZ N 'o 0 ¢ rW L ` 03 U C o 0Y N m 0 0 oLL (✓� Qi J m Q W Cn Q Z Z g0 W Q 2<y LL ao a �w = r� C, w x� o co W 10a >O o� C O O .N >M ^L, W c CN co _J O Q 0) N n m 70 oo .� Z O L0 M W N f^ E04 T. Lo m N o z M N '� Z E O E ca f° a o v 0 Q o Q _J JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 5.0 0 rn 00 N N v x 0 0 J C) LO rn M 0 N N 0 W -m 1-STORY 2-STORY 27-0" FOOTING � FOOTING 4'-11" 2'-22' 2'-52" 4'-6" 4'-8 41 3'-10" 1. 4'-5" 4'-8" T-O" 2'-6" x 2'-6" x V-0" A TYP @ 1 W/ (3) #5's E.W. S3 STORY H.B.t1 1 vv",6 29' 6'-0" J TYP @ 2 S6 STORY ■ ■ ■ ■ ---------+------------I-- ■ ■ -■ ■ ■ ■ ■ in0 I HVAC CHASE — — — —t : :- v BASED ON LOCATION 3-1/2" MIN 3000 PSI CONC. SLAB FOR - o I HERNANDO COUNTY ONLY19 o 2 Fo HVAC CHASE 1 I BASED ON 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 1 MIL VISQUEEN VAPOR BARRIER L� _ = I cv LOCATION 19 II D.W.I T 1 CV III II'-__-j 11 r oil 4'-0" I o - - - - CJ - - - - 1 111 I CJ I 11 I"= -I — - - _ CJ - - �— - - CJ - - STEPS REQUIRED PER : I 1 I I I 1 I E Y 1 z ;_ ;___ _ "- AHU = ' STUB UP TO FIELD CONDITIONS I I ■ I PROVIDE 1 Y2" RECESS FOR SGD. REFER TO 1 1 I 1 1 1 1 1- KITCHEN L 1 1 _ _- CHASE TO - �_- _ ISLAND - ' - . 2ND FLOOR '. FOR A/C F .... . ■ ■ T w4u - MASON'S SLOPE FOR 0.0" LA WALLS 10'-42" 2'-3a TOP OF CONC./ PAVER TO MBE BELOW FIN. FL ,_ 3 ■ SLOP WIDTH 3'-4" L I -3 1/2" o o I L 1 27 -24 1 7'-74' 1 1 I 19'-22 PO E SLOPE S3 ZV <V S3 I x 1 E.W. W/ (3) #5's E.W. W/ (3) #5's PROVIDE %2' x 9" I I 2'-6" x 2'-6" x 1'-0°'' W/ (3) #5's E.W. 00 — — — RECESS FOR FRT. DOOR) : (TYP. OF 2) I • —CJ —CJ --- -- --------� - 1 ■ = d - b G S3 I CC I (2) #5 REBAR I - i� G S3 VERTICALS w/ in t_ I :: :• _ I S3 I I :: 2 STORY FILLED CELL i ■�EINDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BE W/ � ' • • • • • I ( CP 00 I (' ' (1) #5 REBAR VERT ABOVE SLAB TYP { j DOPT. @ ALL PLACES SHOWN HOOKED FTG. I{I W DOWELS 5" EMBED W/ 25" EXT. I "GRADE t I CrA : Cr> S3 ABOVE SLAB 40 STEEL" iv f I n • I I L I • , • �-3 1/2" SLOPE I TYP @ 1 STORY ; I I I I {FO M : I OPT. DI _ — — — -J.: O N —CJ ort —CJ0 :: G a CJ Q `r I ; 15'-64' 4'-5a'; 5'- 53 (: co °' I c? 0o K 1 O 50 2 STORY 21'-22' 15'-74" 6-32" I 0'-0" 1 ::::::: {I I I: (2) #5 REBAR o T Cl)0 I 1 { I } I 1 • : O W.H• VERTICALS w/ in FILLED CELL C) ■ '. . `. . N . . . . . . . . . . . . . . GV I • , CO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ T A TYP @ 1 S3 STORY 2'-6" x Z-6" x 1'-0" W/ (3) #5's E.W. 6'-0" 6'-0" V-4" L 4'-8' 1-STORY 12 -STORY FOOTING7 FOOTING J TYP @2 S6 STORY 29'-0" - H.B. 6'-4" 3'-0" FOUNDATION PLAN. SCALE: %4"=1'-0" 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 —--i w z w 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 ;�;,; •';r�; •';r, ::r,: ���: , �� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 0 I AI M M 7` � S rn o QQN z J t7 4. O Wv,z a n' ,^ 0 CD LL W j[` 4 Y CCj '•, n o a .O � �v) N N � O U 00 W rn o g MI�- E2 s = U 3 C 0 ID ¢ 3 �m N N z vi DON o j W z Z LU > c LL 1O i LU 0 ���Q o 1jLLU fy r�'a :� P'•r•' •'t7,L S ROFESS10\4i° �N, 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 Engineers signature and seal. O W M J �z 55 z � E E o �o Wo » Q� " oa (6 V <o x 0C) O Ct o E N ¢z 0 ° a tv tv o ¢z ¢w mo z � C __ C Y mm oz > v> N 3 ¢ 2 z z �z ww (} < O o< CD J z X >O x C�D zI¢ a UO 3 c O 0 >M nL1 \/W c `0 N O .fl r 00 .� z O L O N 2 Lo ai (04E 'E N . � o Z M E p a U _j ¢ p JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 6.0 Er iv S to N O n d7 M O LO I rn rn 00 N `m c d v v L0 r- 0 J M O L0 I nci rn c tY.. F' a N E CD S 0 v aci LZ In 0 U 0 c.� i i 0 U J tz 0 rn m Cl- 0 M 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 - 10d 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 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META201 1450 17 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dx1-112 HTT4 2715 5/8" ANCH. / 20 1061-112 J HTT5 4350 3740 5/8" ANCH. / 26 1061-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 305 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH, 314" 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 11 5/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 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)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-1Od 645 555 12-10d 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 & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) ig) (A) (+ 1 OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+(- 6") *FASTEN EACH (8) 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. 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 F-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 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d //rF CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ - (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 4SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.17,17M SEE PLAN TO BLOCKING LINTEL SEE PLAN CT SHEATHING FC03 CANT. FLOOR TRUSS CONN' SCALE: 3/4" = V-0" MAIN FRAMING PLANI SCALE: %4"=1'-0" I 0 M � M M z O cgo0y � C o z J M � N M z � N 2 o w O Q - .O w N L o ZD o � 2 0 a� r- 2 E O{{ 1 S U o in,� flu 4m, .4 N �D -+ N M-o o z Z LLJJ � Lu L''sue •'•,��� .^ c� IS 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 coo - IZ w Q U- Q zo Wo >o ¢� z ® O N ro Q o O az wo ¢o �� m� Q 2U �m Z0 , >Z N J U) Q a" .� �z U a wZ U =i H .j< O O Uj °zl¢ y o a x ° 3 0 2 O N (o ^L' W c N co -j O d. 2 W ._ z o OO CV N -- �— w M N N o z co Z c O N Ecc = 5: o "a U Q p a) -j JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 7.0 TYI UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE LISP 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 - 10d 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 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 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 1001-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-112 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 378 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD78, * 6645 5650 70' ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 *" 8 - 10d x 3" JUS26 1115/1060** — 8 -10d 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 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 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)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8- 10d SP2 1 1065 605 12-10d SPT24 1030 12-10d 645 55 12-10d 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 & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—J (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 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. ROOF FRAMING PLAN SCALE: %4"=1'-0" FL— LF— u c a C� RL. M M r CD (D 0 0 " z Q M (Z N M N z � C; o A4--J Q c„ w� U C-1 a Ow C E N o t— U M LU rn C) U) d • ®0 ° � m N �O .. N v NN O Or• tV O 'W' f. Z y U) O r-7 F. 11M M �W a' z Z o. , A O 0 z ��� { Cj �e/V ..,tASE 00 '•• f' L Apo 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. C:,w � ¢ z CM M z O S� Z Q 4H J L.L. QE O E U z o oo T ¢N Z® o d ro E 0 V a w, 1 0 O N 9 Z wo Q0 Z ttw W L rp C C . Z 0 Y mm m O 0, ZF >2 fn H Z Z QFW- oa K 0 g0 a U oz o O "¢ �0 a� o� z¢ o— 03 C C:)O .N �M L '> � N C CV m r 0 r 00 00 Z r O LO = U-) o r ai z N co CV ' N � o z E Q 0 E to C n ci a o JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. 7.1 6 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, 7132" 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 / . 0 Safe vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS F goo Ono 8F20-0B/1T 8F441B/1T8F401B/1T 8RF400B/lT 8F321B/1T FORM & GROUT SOLID O N W � r J 0 J5 BAR CONT. 8F12-11 1T O "'LINTEL DETAIL SCALE = N.T.S. mom .!0111 so TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8F 600 1 B/1 T a z — 'n Z r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5.(1)RETTOP ALTERNATE POWERS MIN. (1) REQ'D 1121. CLEAR STEEL LINTEL 0 d d ° M.U. #5 REBAR AT TOP a e MIN. (1) REQ'D 4 1-112" CLEAR O 4'-6" LL O L �° D 5'-4" LL 7'-4" LL a GROUT Fir 4 c.M.u. O H MIN. O E O 4 5 REBAR AT Lo — rn u a 0 BOTTOM OF a w - oLu "*—BOTTOM LINTEL CAVITY o U OO O Ir V O , z ' REINFORCING 4 ¢ C7 _ 7-5/8"ACTUAL PROVIDED IN Z i6 o w ui D I D 'NOMINAL WIDTH LINTEL ¢ ' O w i Qo �, �o #5 REBAR AT BOTTO AS INDICATED (VARIES) in V> ¢ a r' ... 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 cementitiucs coating. See contractor specifications L LINTEL PLAN SCALE: %4"=1'-0" LL �t1�r1 O 1 Q Z N O �o Q V J c7 � N c!i W V l w o •O — m w F- -N _ E JAM U m w 0 INr— E o.... 8 yl U o o m sm � N h t7 y ooN� i' z Zy. `W` LU >mLL o Vacn Q'w O0 Z � 4D �\V,! ~ <L �D �C 9 UI s% ,a F��\.••ao 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 Engineers signature and seal. O w co M a z J w 1ZE O z¢ � �LLo >m ¢o z®, ❑d' XO 00 0. p (V O�¢ a s o ¢o � w W l L. f0 Vi C z 0 ¢ U mom' O O ¢ Z Zhm rn J w 3 ¢ ° <Z 5Zu W. man im Q U $1. LL < a wF ? �°� 1=s w IIIIIIIIII� o cD w� N C7 0 >O a r OU3 V C O O >M ^L, W LO M N �.. LL O Q Q 0 N 00 10 ._ z o LO N i.f) o r M N o Z E O E C U � Q a _J JOB NO: 19-5903 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 D B R 1ST 0 HR ATED COPPER ARSENATE CCA-C WILL N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF ECEM E 3 2 03 C OM CO E 0 0 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 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 A 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 ACI 530-13, ASCE 51TMS 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 ad. (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 FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A R 0 0 S 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 PCF 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/O 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. 3.2. 2 ALL RAILING AN D 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: 3.2.1. 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-1-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: 1 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) AC1530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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-1-P GROUT 3,000 Psi 3,122 Ksi 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) : 3 1/2" 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 #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, 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 1N 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 ANSUTPI 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 1N 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'J' 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 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 BY ASTM 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/sprinklersysterns including all risers and spray heads shall not be installed within 1'-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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be 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 overpour and mortar along the foundation perimeter must be removed be ore exterior soil 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 building department by a licensed pest control company before a certificate of occupancy will be issued. 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +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 1/1I 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 OLE ANCE 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. c� 0 M V z OO O co Z c Qo d N N z 0 -J 0- V� Y W d o o a .0 V) o U in W m ,- 2 E U o c U, ID d ®Q M em N N 2 d o w Z � w M 0 c°�oz� /Zy ii [n ,i c .4 v m W � a W 0 a Wuj Z 0 a 6 NT. ��� Z Q � r� 'W t 1rCP 6 _ < -4 G 0 dddCt��i 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 Engineers signature and seal. o m ¢ Z Z CM M L as-E o Z z o o oo Z¢ » <� Z® t- aa X000 U 0 U - o E N aF aZ ¢0 p o � a Z Wm� L (B - v o Z Y U yg C)C Z J 0 �w w MEN ? 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I If rn v i c i 3 Q rn 0 i v o_ 2 E 0 J co r c 0 �I N U N d a 0 t5 U 9 N 0 o 0 9T 0 i o Q w m v' N Car w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE IINF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�I + + + + + + + + + + + + + + + +41 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '_0" (TYP.) 6'-0" + + + + + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ + + + + + + + + + ++ ++ + + ++ + + + + ++ it? + + + + + + + + + + + + + + + + + + + + + + ++ +++++++++++ + U-r — 15/32" CDX PLYWOOD OR 7/16" OSB N—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 1.112 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 ROUND HEAD 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 MAYBE 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. Backer and Filler Block Dimensions BCI Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel 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 1-118" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 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 -t / 1/8"gap ° ° FILL CELL STD. 90° HOOK BOND BEAM cn — CON w STD.90° AR #5 B BAR �I HOOK BAR SIMPS( w/(22) NAILS 1 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM y 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 REQ'D 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 # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. 4 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. - Birdsmouthuth cuuts DOUBLE JOIST CONNECTION topflange ofcis. . N.T.S. - Under 2nd floor Cnh ,mn w/ Innrte N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load, nail each side 10'-0" at bearing. TANK -LESS W/H i7t CORNER OF HOME H C G GARAGE SIDE 5'-Orr 000 a- STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o to � U CV z • 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. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (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 Squash block I (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" 00d1 nails at 6" o.c. �✓ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth I End I Intermediate ® BCI5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 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® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— O 6" A %" ROUND HOLE MAY 6,9 6" NOT CUT HOLES CUT ANYWHERE IN CANTILEVERJD0 LARGER THAN 1Y" 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" 8 1'-0" 1 V-1" 1'-2" V-2" V-W 1'-3" 1 V-7" V-11" 1 2'-4" 2'-9" 1 3'-2" 3'-7" Any 16" joist 12 V-0" I V-1" 1'-2" V-2" 1'-W 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 1 4'-9" 5-4 Span (ft) 16 V_0" 1'-l" V-2" V-2" 1'-7" 2'-5" 3'-2" 3'-10" 4"-9" 5'-7" 6'4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'41" W-11" 7'-11" 24 V-0" V-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 1 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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 1Y2" 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a ° SEE PLAN FOR °• a . • ; . FOUNDATION INFO ° a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight 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 Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements X Joist �0.6 depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a ITI I II ITI I I I, d 11—I a a I ' A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d' a III=1 14-= 11=1 N d PLUMBING LINE PVC OR SCH40 SLEEVE a • —III—I I —III I — -I I t—l' "-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE r—PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a' a . ° a /Mr,a a d E�,a \ ° SEE FND. PLN. SIZE & REINF. % _f n a O z N S C, z � o z Q E3 (n W r ! C (D LU a n � 0 ° W � wr - o U m w� m E O e if I = U ) H tffil .4 N N 0 o v % Z 8 r Z M II• M COO a 9 ,-r; o U W w W . Er n LU z;; „_ LL LU o .. ' e P' N S E •&4'SF �! ,Q U \ O N ,E r = •• \ r ✓ • [ • ' '• F. CJ •• iFlifltt� 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. r— o M co of w z 2 u- Q E E ° �o oo a= Zo a z® 0� I... B Cl o E X°U U a< 00 °� C:)¢o Q% z do az �w L (3 CID C - z < U m� ° o LL Z 47 m Q w W 3 U- 3 0� go a m w � < o z r o wa 1 >° C d ZI¢ a 3 in O >M L N �-� --t O n1 O W m � 0 c d. T- M N Z o Li"i p LO r M N o z N ri r E O N 2 z c IL E .j U q co _ JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. S N 1 - — I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 � P') VARIES INSU 518" OR 1/2" HIGHS' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —j CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS —\ HGT. FOR WALL HGT. _< T-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " PITCH > 4:12 D . ° (2) LAYERS TYPE I OR TYPE It ° ' ° _ (#15 OR #30) UNDERLAYMENTIII=III=1 m I I=III I I FOR ROOF PITCH 4:12 OR LESS. �I _ I D _ j-�_-III T -- PRE ENGINEERED WOOD r TT1 TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" j( METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 1611 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4 O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0 -0„ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. CD �3 1/2" MIN. ELEV. -0'-31/2" h (2) #5 CONT. --/ 4„ ' U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 1 1 1 1 II II II TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM `—SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW —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. (12)10d NAILS U.N.O. --(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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR AT FOUNDATION ONLY" --SIMPSON SP1 w/ (10} 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 11/2"(min.). 4" _ j ° I I=I 1=I IT '31/2"(min.)- 4" 31/2"(min.) - 4" 'III —I I —_III .,� �I ICI � 1- (2) #5 CONT. 4' � � �� 4 81. 1 U.N.O. MIN. SHEARWALL ( C 1 TYPICAL BEARING WALL a@ STEP rCC SCALE:3/4"=1'-0" \ S3 J I SCALE:3/4"=1'-0" � S3 CON SECU���� ecs. -SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C \ 10 �jN10 s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION _ SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR „o , " 1 METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL -8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 518 x 10 ' J' BOLT @ 24 O/C W/ 2 X 3116 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR FINISH 1x2 PT WD FURRING @ 24" O.C.Wz//--CELLS(SEE (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c D 00 I 6 MIL VAPOR D — = = z_ BARRIER -I ; p ,r 4 D COMP. SOIL. I I (COMPACTED TO 95% _ 1= MODIFIED PROCTOR I I I I T=T=11 iTl ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) TYP. STD. 90 HOOK (SEE U.N.O.CHAIRS 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS d PAVERS _T z r'T � �. —iIII I —I I l l I I —I 11= r. •+ T -1 e♦ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 ADDITIONAL INFORMATION. (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING *SIMPSON SP1 SPACED EVENLY - BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2"x PLATE TYP r 2x P.T. PLATE PER MFR INSTRUCTIONS D ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE _ o ' D ° GRADE 40 MIN. F = 40ksi - z_ #3 & #4 LAP SPLICE y a =1 I I=1 II I I m D FINISH GRADE o0 g [GRADE 60 MIN. Fy= 60ksi] a — p . MONO OR STEMWALL ° z M - -_7AII D • 25" MIN. LAP [30" MIN. LAP] III —I I (—I FOOTING MONO SHOWN o r=- LU II= I I=1 • III=?-LI � FOR CLARITY o D D °D _ ____ __ _ °O 6 MIL VAPOR BARRIER o. ° I =1 I I I °0 U) TT #5 REINFORCING BAR R 1 7/8 I=1I1=IIIE III III III=1 = z T 1�11�i T (1) ROW 2x BLOCKING ,@ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) '_ E 6x6W1.4xW1.4 WWF OR FIBERMESH r C'7 1 ° ll—III—III—III o I 1TT�1�=I I I ° III-1 I—III—III—III=1 1= z , I I D • I I ILI _—I I- r #5 LAP SPLICE (2) #5 CONT.- ­Fr ____—__ _—_ -_ I I • —1 I I—ITI—� III=1 I I=1 I=1 I —III I II ON 3" CHAIRS NOTE: g ° °D ° _I —I I ( III —III 1- N ° (—"'=�1 I �_� 36"MIN. LAP [36" MIN. LAP] *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO I ° _ -_ (TYP.) 8 1 4 8 =1 —III I- I I —I I— 95% MODIFIED PROCTOR ASTM I— I I=1 I —I i I —I I I= I I=I I I=I I I=I I I 10" W/ UPLIFT ONLY III=1 I 1=111=III-III-III-III—III-III-III-III-III=III-III-1 I ,III— D1557) I�i f „—, 1Tf, �, I ; ,-ITI-� 4 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK - -I i I-1 T I_-1 T—I i I—III—ITI—ITI ; 1=ITI-1I1= 11- #6 LAP SPLICE TYPICAL INTERIOR BEARING —1=1 11 I IT—iil 1 — 1 FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4-170SEE TYP WALL SECTION FOR ADDITIONAL " SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min.) 4" GRADE co REBAR w/ OPT. I1=SQREEN_ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' � O.H.D. RECESS CV ' C'r] 4' e— I C I —I I �• I I- -11 l I JE 111 SEE A/S3 OR J/S6 -I I II I I I ICI I I„ I I I ff FOR REINF. REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. S3 S3 � S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) ILo NAILS TO TRUSS TOP CHORD FOR TRUSS ` AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN - - - - - (2) HTS20 FOR STRUCTURAL BEAM SIZE & r 1 IR CONNECTION INFO Cl) I I I • •. I I I W LATE l I I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 7n6" MIN 7/16" O.S.B. SHEATHING 0S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 1/2" GYP. BD. COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w � 6x6 P.T. #2 SYP SLAB INFORMATION. 2" HOLD 2" ROMPSLAB LU � ABU66 SLAB STEP &RECESS S.G.D. M SCALE: 3/4"=V-0" S3 0� I_o'1 ¢ CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE LL AND a ° -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PADOFOOTINGNRY a ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E z STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT z w/ MIN. (2) #5 VERTICALS 00 z GRADEIt a TENSION 120#) CONCRETE SLAB-,,,,�, FILLED SOLID (SEE PLAN FOR _ - _ = a a _ ° 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) C7 ;III —III a ° • �=1 I 11=_I' =1 °' r WWF OR FIBERMESH '- M Z w = - -III-I I- w III —I I I1=1I1=1 1- _ _ a - _ = P �I (- a BRICK PAVERS or SLAB PER o w w 00 = -I I {= • • a• Z _ N 1=111= -=_ 0'-0" FIN. FLR. COMMUNITY SPECS " _ _- I; - - -- `' _ M s MIL VAPOR I I=I =I I =I I 1=I I I=III I EEI I M I I—=— FOOTING J BARRIER -_ I I I �' — I I I=1 -III=III=1 1=1 1=1 f=11I I- -I III III-III-III=III -III=III_ c� 11 III l l 1111 III III 1=III=III-' BEYOND III1 111 I1 1 1III1 1 11III1-I PAD REINFORCEMENT l iii 11 3" MIN. CLEARANCE 4" 4" ° .• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • CONIC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3(4"=1'-0° S3 SCALE: 3/4"= P-0" SCALE: N.T.S. 53 B f zfj wi z N g 2 0 VE3J M M (n -8 V) z o (1) � _� Cn .2 w o ® oQ we to c�, E L,a m min,- 2 o 6 o ... a z c) o Q m • ®® �m N N O O N O a• O U) o Ww LU N N PKI w� ry T y ' 10LIJ V a' a �- - o � � rn vy=5 w -91111, ggii fill ar° LN ' SEFL `... ........ .I"IiIc 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. C.0 W Mz o z LL- E O Q N Q o N 6 f— CI W ¢O X � Za ❑a 00 0 _ O N i a0 ¢p ao o �¢ wz • Cl) _ C m� 0 0 � zz ¢w z m o z 5z =a �k O Mj -0 d �Q ° �O 0 cy) L >_ L0 . � N J O C N CL I11 m 00 ._ z o coo %4 _ N r z h cY N `=3 h o Z O N a 0 -j ¢ o JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. S3 3 LO o, M z a 00 00 N > W x r- Cq J 0 LO 1 i Q 0 i E E 0 L 0 J y ti 0 v U i .o a 0 0 U J t N 0 0 a on 0 0 W - m 0 (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 TONEAILS SPACED DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK 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 2114" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION {TYP} SEE ELEV. 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD 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 SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCKIr KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN ULU- 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 1 V DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D Qs4) 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 a a a a a a a a d a a 8" STD. 90°HOOK 8° BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W1(1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LIELINTEL NOTES: Q 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. Q 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. 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 J < ,= LLJ 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :..,:: •,: GARAGE FLOOR •,�!� TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. d H a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p� 0011/ �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"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.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct 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 W/MOUNTING ANGLE FOP I iARAGE IOOR (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 SIZE 2" x 4" WALL 2" x 6" WALL STRAPS JACKS EA END STUDS EA END JACKS EA END STUDS EA END SIMPSON 1'- 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 GREATER HEADER 1 `—(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 0R SIMPSON HTT4 TYP. Op Q 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. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP-) SEE ELEV. SIMf SON SP2 w/ (12)10d NAILIS 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)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END Uw \f2-16d 2x TOP PLATE �' NAILS @ 24" O.C. OR 2x TOP PLATE —/EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v 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 NAILS TOTAL) EA. SIDE OF . ' Ag„ SPLICE STAGGERED i% 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS 4 W/ ) 16d TOENAILS TO bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 Kj P.T. ATE SIMPSON SP4 —, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL 4 � SCALE: N.T.S. 54 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) HTT5 w! {26)10d NAILS (4670# SPF) ° o o ° • DTT2Z w! (8)1/4" x 1 112"SDS (1835#SPF) ° 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 2112"SDS (4065#SPF) HDU8-SDS2.5 w/ (20)1l4" x 2112"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 1l2" DIA. x 12" EPDXIED 9 • A.T.R. MIN. 8" EMBEDMENT w/ WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS ��4� ROOF TRUSS ABOVE 2X BLOCKING a d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 d / 4 d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(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 o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o 1 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-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. C� -t' M Z N O m z o Q J co d N M QXz [n Y n 0 y JL n Q ffi L,., It (Dow N c o � o sass � U 0° Lu E 0 8 m( 61 ° � o 4m N N Z 2 o wa `W`��Zaoa r� o U �1i1 w Q ui W 3, Ck Z p 'go¢ UMZ N - 011 I it W���s Q s \ 5 r ��••.,,. F L® . 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 M z w Z M o� _o 14 a 0 E u 9 (6 wa <_ K O ?® w x 0 C)E o L as <o 4 ¢Q z �� � o Y N m 0 O¢ z 11 co O � Q W 2m co L� > �gg O ¢ ZZ a 0 N K 0 N= F J ;o a c O 0 M W Lid . c NM .�. _j C) QC `0) CN 0m 0) T 00 z .— O LO I = U-) o N r N Cfl M N M N r c; z z C O N co a U Q p JOB NO : 19-5903 SCALE : AS NOTED SHEET NO. S4 I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR : FIRST FOUR TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA.� OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24' O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± X 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CROSSBRACE 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) 1 Od @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ . AT LEAST 90% OF WEB 2x4 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" 0/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 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 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'-O" 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 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB 2 STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) SECTION 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP INFORMATION `° NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR 00 °° SHEATHING DETAIL 1 1 1/ ". 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `11J11� 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" O/C FOR THE OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2)16d 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 H1 OA w/ (18) SIMPSON SP4 w/ (6)1Od x 1 Od x 1 12" AT EA. 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 IN 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 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 RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (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/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS 2x BLOCKING END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS �� 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM-4 2 4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ It MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" --� BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36' O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR WOOD TRUSSES 1Odx3" O/C 2"x4" OCATIONS @ TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS Il' MAX JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 SCALE: N.T.S. ° a ° °d II ° < ° n e II . - 1 ` a I da � ° �m \ ° tl ° a a II a _ a I� ° ° v ° � ° • a d a �I d_ d YI a ° ° ° ° II ° a a a ° a k-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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) CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 -2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. 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/ 1Old NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2x4 BLOCKING W/ (2)12d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 114"A 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `--CONT. BEARING ... GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Q z W a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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 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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 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 /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 W/ DROP CEILING BRACING DETAIL 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 M CD N z o CD z� J M o M U) N zCzo 4 Z,(0 1 Y O W . N c E � N o �M M �­ v m w m 0 8 = zly I ®0 N LU 9 w —Z M Z .�' ii r �' =p O W. W z ° Lu 10LL1 o o p caIJL z a w 7% 1� O N W *z�tJJKy •• '1 • S rn ��� r •°• v,• d ®FESSeW' 111111 tlt 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 Engineers signature and seal. r- co co 0 W Z z¢ E w� zo Za a • U4 (v o oa �p O E N �< z �o 0 o a �w L- L U _ 6 ❑ 0 U .Y .0 8� Z J Cn 3 m o 4 W 2 m o W 3 10 ao U a m w �k U _z _� Co u F rU K = 0 a O F �O 0 N co L. W ^ ' L , c N ca 0 N ^Q ■ — Z LO � N �-- NOO N M � z z E O E � m CU FL E U J Q Q J JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. S5 3 v 0 CD 0 LO I co 00 N a� r- CN J M 0 rn U I rn a 0 i v 3 rn 0 i a E y E 0 s 0 i� 12 0 0 c U i 0 i 0 c 0 w ice. N t2 0 0 d N 0 W • m J (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 ZZ7WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.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 ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS 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 w LAYER 1/8" THICK. 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 FO B 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 �IER PLAN 0 OR FELT PAPER FOR MOISTURE e.a 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.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY ' e a N .. 'd e a .d ad ' 1-11 L1—� I I a d d e• 6x6 W 1 AxW 1.4 �I Li—�=III— I I •' . � d =L WWF OR FIBERMESH IIII I I I 11 d a Ah ad STD. 90 NOOK (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) cn LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU a AT GARAGE CONTRACTOR LO N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH / 410 6" BELOW GRADE INISH GRADE ao s I I I I I,;, i I �1T� —STD. 90 *HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP wl (8) 1 Od x 1 112" NAILS TO ST..__._.._. 2nd FL00 BEAMIGIR 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---- .. 110�11 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST 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 ITE 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 PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED C? z_cc r PLAN '' . • • INSTALLED PER MANUF. - T L 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 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 CONNECTIONrR 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. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 SCALE: 3/4"=V-0" RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=T-O" 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.:5 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 W1.4 x W1.4 WWF OR FIBERMESH 7. �" T- — <: e e. da. .d • . IIICI IlliliII jjICIIIIiIII1, ;— 31)#5CONT. ON3" 811 1'-8" 811 11 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING / REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE 1 BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x C BLOCKING @ ALL M C O SHEATHING N EDGES (SEE OPENING SECTION X-X w a. U C x E w x E 2x STUDS w BEYOND. SEE PLAN o 0 U) I 1 I " —2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AtAi r ri f-xiA-ri^ki miAnnAAe 4 FT. 0 4 FT. °o 2 5 FT. 4 FT. Q 5 FT, 4 FT. 0Q O (D 0 0 4 FT. 4 FT. Q 7/O O Q 4 FT. 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 ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) 0 w J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a 11 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 0 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u- Q SHANK NAILS) = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD O (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w ?I—OC } 4 O SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a � 1-- F 0 rn co LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U) U) w g w cc STUD AND OR BLOCKING AT ALL EDGES, NwIrO LL U LL A MINIMUM 118" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 318^ "S" = NAIL 3/8" SPACING S 314" S 1/2" 112" 0 \ S 112" J SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ® 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 0 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 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C STAGGERED C WALL SHEATHING INSTALL. vFanrai alnranlr, S6 & NAILING SCHED. SECTION X-X S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED-- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 518"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 r `r WWF OR FIBERMESH 1 1 c .. a ...d d" e A E d e: M _I I —III—I I f d d.'de .d A* _fll-111—�1I 9 a -I I I 1 I I I ( I I 1 1 M S6 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' 1 (3) 1 (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. 00 FINISH GRADE — 00 :IIII� 1 ��� (3) # 5 REBAR ON 3" CHAIR —�1 4' 1 1 -8 I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. d , c.Lfl i C) z N O � o Z 11 ¢ o a M Z ° cn a 0 o 4-i Gn C) On C) O l -1 N c E C) m ® w c U o U) ® p em N N g N w Z Iwo z _z Qu'-w�Nz w a Uj ,1 m LL L z _W v Z�� O> 3❑W P ^ _9 I) g E °'tOI£ Q W a t 10 W Q = U : p *, dr„ • O` •' k, �0FESS1®�� tip, 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 C0 M M z� o w z E E oU w? Z® Co_ M 0. O E 8 oa 0 =° oc a z CD p �w L C _ C Q O iz Y 0 m 0, z, Q W N 1 Hw ZZ g0 Q w LL a nF C:) �e CDLm co <t r w r ° 3 = O 0 ^L, W '> a) r-- � c>, N nQ I..tV O '0 IM 00 00 .� z T O LO N I LO o r ai m r M N o z z O N E `m C ca FL Eo U J Q p � JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. S6 3 v a� v- v L0 o� n rn C) 0 LO I 01 00 N a w x u7 r` 0 J to Elf rn rn aci v x rn 3 rn 0 O a E E 0 x v c y N LZ E2 0 U 0 O v i 0 i a O 9 a> r7 rn N M ao 0 a rn O to r` 0 W • m -o v v'> SCALE: 2' = 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. VVNLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 314" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a" AND J" 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 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL � x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/J" XAND NAIOD TO FLOOR WTIH GLUE 2x4 PT (SIMPSON MTS12 w/ TAPCONS @MAX. 32" O.C. AT STRINGER CONTACT POINTS (14) 10d x 1 1.2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND / \ OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G-1y _ TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER �, 2x4 DRAFT STOP TN [ 2x8 SYP DRYWALL STOP l� MUST NOT TOUCH STRINGERS E7 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER L �j!� I ><?_ __/ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w! NAILED TO SUPPORT D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — STRINGER CONTACT POINTS \ CTION VIEW "D" SECTION VIEW "Ell SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" X—t PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP IT BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER A GLUED ) NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ NAILED TO STRINGER FRAMING (14) 10d x 1 1 /2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED GLUED AND AND NAILED i NAILED--\ i 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT ix GLUED AND NAILED TO STRINGER POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS — FOR DRYWALL SPACING E FOR DRYWALL SPACING B SECTION VIEW H SECTION VIEW H E SCALE:" = 1'-0" _ SCALE: 7' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTTi OF NEWEL POST PER CONTRACT, F1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILEDAND TOP PLATE VTO RIM BAND, ID NAILED TO ✓VALL BELOW 1 POST LET I (LOCK IDE <ING 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAI LS D OR 3RIS 2X BLOC ING R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" G� 0 a 85o z z zo ¢ M O_ N N 0 LL � Vj 0 W o ® , 0 ,,, C) N c E wa U m �— m E WIN 'M o g a U m a, i14 0 N N o a z U) cn o 7 P �z a W141 In O Z grn¢Q o U) � E rn � Q Z W Q /, o �,��NIV111111 'IN 1 ZZ o� U F L4 t. PE3S10\"r �• 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. C w Ce3 M z o R g LJL E zo >m Q o E 0 Z® oa ro O E U g0. aL = r� O i as o ago wz ¢ � � � =Y U ms O¢ 2 F z J ¢ ° �z U) oa go son az O a o� d zl¢ 3 c 0 0 M ^L1 W � N 0 O 2 F_ •T� Z o LO 0o N 2 u� c 04 T- M N o M c E 10 a U Q p 10B NO: 19-5903 SCALE : AS NOTED SHEET NO. ST W LO o, �t- 0 rn u7 I a 07 w 00 N -o v r- 0 J 0 8; 1x4 1/2" DRYWALL "RYWALL DOOR JAMB REFER DOOR JAMB (REFER ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C, APPROVAL FOR CONN. APPROVAL FOR CONN. x4 ff 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG „ „ (2) ROWS 3/16 x 3-1l2 TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO 1FURRING TAPCON @ 16" O.C. & 4" STAGGERED @ 16 2X8 (TYP,) ` ' BLOCK@ SPACING 111 DETAIL x.. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x PER MANUFACTURE MASONRY THROUGH ++ 1A w/ 2 ROWS 8d NALS ++ 1- °I /2 DETAIL ( ) 3 DETAIL FILL STD. ` STD. 90^ 90° HOOK (TYP.) BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH �ELDLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END WI MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO BOTTOM QF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' `, JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — — -J TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2, - NOTC F� @FIRST COURSE N_ SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 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" TITEN K.O. 2x DETAIL 2 1 /4++ DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5^ FIRST 2 COURSES NOTCH WEB AT E ' ` INTO BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION K'H� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS :% ' ; FILL 1st4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8" �" .% SOLID WlGROUT fi 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xi 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 CUT OUT IN O.S.B. ON THE ♦ .y BRACES () 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 CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. TZ N.T.S. a ♦'' 11 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4 MIN, OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) () W/ 3 #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, x NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O TTRUSS TO TRUSS TOP CHORD FRygN MIN. 4" EMBEDMENT AT 16" O.C. + �E yCTy 11 1'-0" 51-0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + + 01LfINISHFLOQ.R 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 > 4> D EMBEDMENT INTO K.) 1/4" MAX „ „ 2 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH -0 (5)12d NAILS + + p 10 ° p D ° ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK H 5AwOlN10 2X6 TO 2X4 ( ) 2X4 SYP ► . s D °, 9 H IN TOP ° o 8d NAILS EACH TRUSS _ o Ig KNOCKOUT / N _� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W! (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR °� ° MONO FOOTING _ D VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. SIZE AND REINF . PER PLAN ° AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 o D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH CLEAN FILL D #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED000, BUILT UP PLWD. BUCK - 4'4' MAX SEE PLAN PRECAST LINTEL °. STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION � L99 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ 2 #6 X 4%" 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 WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 —i O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO 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" = V-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 118". 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" � Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_p� F F EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE LU LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o. o NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p c �T T LU a A REINFORCING AS FOLLOWS: * SEALANT — I I I TI-1 ¢ ¢ 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, o h — —' g II „III J PRESS PANEL REINFORCING INTO PLACE. # x6 EMBEDDED INTO 0 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL I— ¢ _ EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. D o .: — — cn N FILLED CELL 1111 DRILL 3R MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - D NOT 0 FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP _ GRADE TJf IN SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. m z r g o \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ' a � �.a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL \ ° (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. of COVER EA. WAY A SECTION 1) 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 MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4 = V-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. L_ a M Z N O z ¢ M o N z co f6 Lou � O w V) rj, a �V) � U `n m F- E E Rig = U E ",d' ct 10 d� AM N Z W 2 U 40 O O N - =W 0 a y J n z 1 p U1 y� w ED o �NQ 0 Z U). C N O a H Se 2 q z M LIL LU a Nam` q \N, O w ,.. FESSI o let/fltt t 4f it``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 seat. ti C �W co coa J z O Z � c E �a a p � U oa 1 C O E o X U�z O Q 00 .0 O � dZ N O ¢ZO �w nz - C J 0Y .o o OLL Z � >z �N 3 0 Zz g° a O. � 3 ire mw xk tlllllllli o c �� ao a et °zla ° 3 °O >M ^L� W LO ' MM� v I� C%4 LPLco O LL 0 m I L MID s Cn T OO . _ z T LO N 04 = t.n cc:)) r ui M Y CM CV N �i o Z E Q U J Q J JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. SS 3 LO LO O 0 LO I rn -i rn co co 's 0 9 0 LO I a> c 0 3 a 0 i C. E 0 v i LZ to U 0 UI CL 'o i ;_ 0 U J v N M a' 0 0 0 0 w _m 0 CROSS BRACING DETAIL (TYP.)r1 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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) 1Od x 1 1/2" NAILS EACH T TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOFSLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER rRUSSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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 4FT @ 2'-0"0.C. MAX. w/ (3) 1Od COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATESPFOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; p MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE d 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wi O.S.B. FLITCH PI 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" 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 INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 1Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 1Od 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 @ FLOOR CONNECTION r22N SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju• GABLE TRUSS i/kA NWA"ii role] (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER iL CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. • MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 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 SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 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 SIMPSONN Z LUS26-2 w/ (8) 16d NAILS TOj SEE FLOOR FRAMING PLAN LEDGER z AND J/S6 FOR MORE INFO. = 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 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 SIDE OF G.T. INSTALL (4) LAGII— EACHMASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1Od 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/-- L (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 R� 0 0 M � v {o z N o � o 7e_ p Q Q M d O M N z ° W _ � V3 C Ri W(D g �` Q) V) O c E c/) r_r_r �§ f6 �- U m W m _ o U o x 0 �m N N � N tt�� gaN o w z Z W ; � 4zo ,, Q v �z w W > _� o� zz m u w Z O yILL Z Q"aM Q LY I. ..... �°i,� M. s C o ° . 1 f' ROFESSIO*'4t��� I���lelll t I I t 0tilt0`����\ 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 Cn z M w o� E �� Z® c6 0 E v c — Xo 0O o O E N z ¢o Q az L 00 W O < aY U m o °� Z Z J ?� �W � a �w U ' do rk Rt o II� co �< a ° CD0 E2 M L. W fO T c N j O Q C `0) N � n 1 m � I� T 00 .-}_- Z o LO oo I.C) o N r y N M (� o M N i6 i Z z E O C E d U J Q CU � J JOB NO : 19-5903 SCALE : AS NOTED SHEET NO. D1 1. II i 11:,1 -U. I�.Il..l qq¢ all lll. I d CN o. 0 L0 I Q 00 00 N -o h 0 J 0 M I c a� S i 3 C Q N iC� G G7 O 0 aci i LZ ;n 0 U 0 v U N i 4 0 U J ti N M co r 0 0 Cl- CD 0 W M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 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 ® BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) Zx SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 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 't 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 ll 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 OA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d 1 IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1/2" CLIP INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF 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" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" 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 L E T VERIFY W/ PLAN ON FLOOR SYSTEM O MASONRY WALL l 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. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 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 1 BLOCKING DETAIL La�� GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO 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. — 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN oou o00 00o u•o OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (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 (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 wl THE IDE 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 o INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ 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 2 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) 10d 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 (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. AL 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 SIMPSOw/ (6) x 1 IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTT ALLLELE D AT EACC H END.D. COL. SIZE 2 x g O INTERIOR HEADER 2 x 4 SPF STUDS #2 TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 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 & 5/8" ANCHOR BOLT w/ BOX HEADER E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. LARGER THAN 4 2 Zx SILL PLATE 2 x 4 P.T. OPENING ft SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND " 2x CRIPPLES 16 O.C. w/ 4D $,BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING I OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS %a o 0 TOP AND SIMPSON SP1 w/ (10) 10d NAILS 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 I NT. 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 r HEADER CONN . aC� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. a� 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. v.l A-..o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 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 BE 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 12 O O 12dTOENAILS, 3" 0/C 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 12d TOENAILS. L,y� � F ?x 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (2) OPENING LARGER THAN 4 ft (2) 2x , 8" T 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 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF 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 r8 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 w/ (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 1 CENTERED TAPCONS ,;; W/21NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 30C 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. ; AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST 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. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1j SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. a ti 2 co a c� CD z N O z� J M d O M z � N C Il �-4 O 1 ' � 2- VO — W 0-, N o o � � v m 12 E p $ ® W u) . U o 01- W r0 ° sm N N b Z o w z 84w N H m a w W mLL.o a Z D aim Spw p W 9 y Ems a Z W Q� �= LL aM� U ❑ �1111111�t11t0/�j uvvfv P DNS E •. �' 6 UA 4; �'' �• F Lo x. Ro 1! SIS,oa```\` 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 co M y z O S Z g CL 0 �o 0o u z » a� z® .a H 6 Ct o U ¢r �zz U° p OQ wz N 4% L w p QpZ w m� C OY U w� z O� � 4z z W w a Co w � O CD a CID cq z¢ a0� E 0 O M L c f° N O Q N M 0) 00 Z r O Ln N 2 Ln p N C.0 r E N CM N N o Z Q a U ¢ p JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. D2 x ^' ^ "r) WE ✓E BARRIER & iARILY SECURE WEATHER RESISITIVE BARRIER 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: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE [�L•�Ii�1�Y�7 NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r Ll1Jn I I V V r L/'1J1 I11 V V SELF -ADHERED FLASHING DECK JOIST EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING E AM 0 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) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PATCH HERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER II PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A 0' OJ o -n �a �o 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 3-112" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �+ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SOFFIT/CANTILEVER �L SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED 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 L� STRUCTURAL FRAMING STRU CTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB V FY l BOND BREAK WRB I I�SF LATH II ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH 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 as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 z N � Z z 0 J P] d N M W N 2, � 0 LU U a o LU Nn_,E �. U m m w� �WTE 0 8 ! = U o ¢ ° m �m N N o g ZMzo w LL r,oU W ii Va o c7 0: p-LLoW W ° ZQ-&o o0 �R� C N •A M E11-2� Q Fi Z LL �arn� � Q W N Q M C 4 O 0 CV M 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. c �W m z o Z � E =o >m Q N Q c vo W Z¢�OL UO _� 911. XU �Q �U 0� Z C� N It p ¢ pILI az a Z °: M C13y _ C mo Ott zF (n N m <W Cn ? a � UO �o U a �F EN U ao CD oa z ¢ a at 0?. �O 0 > C') ^L1 W LO (D c ,-.., LJ.. co O Q � lb N oo ■ r_ Z 0 00 C4i = Lo N � �-- co N o C 3 N N t` z z E O In E 2 t0 c a U Q p JOB NO: 19-5903 SCALE : AS NOTED SHEET NO. W P rr March 20. 2018 Re: Wood Construction Connector Compliance for 2015 International Codes 8 2017 Florida Codes 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 D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM p1761 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 wood 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 Criteria for Joist Hangers and Simffer 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 2016 1-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals However, reevaluating a large number of products will 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 21318. The information in this letter is valid until 6/30/2018 when ltwill be re-evaluated by Simpson Strong -Tie. Please visit www.strc>ngtie.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., SEED AP dwlBDW Engineer, Southeast U.S. Branch Page 1 of 1 Sixnpsen Strong -Tie Company Inc. 2221 Country Lane McKinney, TX.75069 Phone: 972.542.0326 Fax 972.542.4139 www.stmnade.com Q) U) C6 (3) a--r U . � U U) V C6 � C o 0 O O L- C6 O CU 4_ CU L i� Q ,� CTS � � /�� � .0 o Z O U �_ O L� O L� V, m w Q W z J Z Q J d SHEET PA 1.0 NO. r.:°?e-: i� 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 HD218 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 H D28 FL1 232.2 7 ESR-3445 HU26 FL10856.3 ESR-2549 HD26-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10956.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468,11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluator Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456,24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FLB223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required b Florida Statute 553.842 and Florida Administrative Code 98-72 lease provide the information an approval numbers on the building components listed below if the w' I be utilized on the y , p p d y II ed e 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 Numbet(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2D461.1 +67,O/Fi7.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204g1.g +87.0l-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/E7.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/67.0 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 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15278.53 +30.0/•30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 647 Single 8 Pairs of Doors FL11537.t N/A (see lost 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.t +40.0/-00.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FLt5353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70,0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3Tab, Dimensional FL1D124.1 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 - FL16916.4 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 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 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 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17869.1 N/A 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 FL8527.1 - 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 products, the folla✓J n information must a available to inspector o t p p p p i g b the n he jobsite; 1) copy of the product approval, 2) the performance charactedstics 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 inspec N Florida Department of Business & Professional Regulation Building Codes and, Standards Product Approval Application Detail Pagel orb 1871212018 Florida Department of Business & Professional Regulation Building Codes and Standards product Approval Application Detail Page3of 6 12122016 P eg Florida De artm Building 8 Codes as & Professional Regulation Btdld'91 Codes and Standard* Product Approval Application Detail Pap 1 of 1 1/5rJo1a Department of Codes and Standardsonal R Florida egulation Building Product Approval Application Detail Page 1 of 1 1/wmte > _(~' / U Q W O O cu TS .I.,to - � to i � � ' ; CZ 0 _ 0 O O .0 � � c V O ♦/1 Cu O y� -� c1 '^ W }a -v_, Cu.) l.O 1E T r /1 -� ( ) iL �+ i /11- ^, �t > O �- 9ds EntiH or lets Zeds Date Penal- 2a iygg Y.emlon Menuheturor Contact Enalnaer&Llsense Velldrtad By Valldelad Submitted 178CAooroval Aaaroved 9;aWa Revision 2017 Therma-Tru Corporation Rick Alight Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 IOIIW017 12/122017 Approved Category: Exterior Doom (419) 298-1740 PE-43409 (913) 767.6565 Subcategory: Svdnging Exterior Door Assemblies mckw&Nbldgcoraulaass. Subcategory: Compliance Method: Evaluation Report from a cam Florida Registered Architect or a Licensed Florida Professional Engineer O elite Ayg nro .Approve* for Us, A -roved for Usa ImOact Deia Sea" Product Model Number or: Name product Description Contract Exolration Date InHV Z Outside HVHZ Resistant Pros— 1 a. Thenno-Tru Flber Classie and Smooth -Star Nominal 684i39;8 &quaNan-Impact&quot; Opaque 1=12020 No Yes No. WA Composite Edge Fiberglass "Is Dow (Inswing/Outsvirg• X son) 6 T erm* m ero- slca Smoot tar Nomine Oa,qu m on-mpa. gaa;Opequa 2f3 020 No es 0 code Entitvor 2ffi9 pg(e Data-Pendlna Pat4 �e Version MenufaMurer CoMac[ Enalneer8llcenae Valid taday Validated Submitted FBCAaonval Aaor_ovad lwu Revision 2017 Therma-Tru Corporation Rick MMgm Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/13/2017 1211312017 12i21R017 02113/2018 Approved Category: Exterior Doors (419) 296-1740 PE-43409 (813)767.6555 SubCategory; Swinging Exterior Door Assemblies riekw(bvibldgconsuftents. - Compliance Method. Evaluation Repot from a dam Florida Registered Architect or a Licensed Florida Professional Engineer d La00461,t1SP.ro Lida _.:, ,:;„ ,, , ,:• 7.. a Quality Assurance Aap *yeti for Us, Aparoved (or Use Impact Design Baa; Product Model. Numaer urName product D... Heilan Centract Exointmn Date in HV Z Outside'HVHZ Resistant pre— t a. Therma-Tru Flber-Classic and Smooth -Star Nominal 6MS;8 &quotNorPlmpad&quot; Opaque 12131MMI No Yes Na WA Composite Edge Fiberglass Sirgle Dow Qn rMng/oulhomi g; X configuration) 13fli3i5 Bi Sill& Endw or Ra lme Dab Pending 20 Version t ldL Enaww & Lku Vaad■bd By V Dga� Revision 2017 Therm*-Tru Corporation Rich Wright Natonal Aaeroditation& Ryan J. King, P.E. 12/2012017 09,2112017 1222I2017 Approved Category: Extorter Doom (410) 2WI740 Management Institute (813) 767-6555 SubCabgwY: Swinging Exterior DwAssambtba rickwareabtegconsult ants. ComplYnce Matlaotl: Certification Mark or Uslang Own aumm Aaxrwednor are. Aporowdear the imle£L Deal,, 4agj Product Model. Kumbar ar Name Contract excitation Date In HVHZ OUNW, HVINZ Realsteg( Fraderese 1 e. &quot;CNubCrWt&quok and Bardmnad by SM and 8f0 Opaque and Glazed Fiberglas w with 12PJ1=1 No Ye■ No WA Therma-Tru&quat and WNW emotions. inswing and Outrei g FILM 5 B4 21111112 Enter20 21M Didirpeandhas 21dat ]•jlyg Version Mondscwm wmhd ggp� Ena4rr & Lice.yanaaBy V � ,gypgy Revision 2017 Thenha-Tru Corporation Rick Wright National Axrod8a8on& Ryan J. Kbg, P.E 12202017 09212017 1212N2017 Approved Category: Exterior Doors (419) 29B-1740 Management Institute (813) 767-8655 Subcategory: Swinghp Exterior DoorAssanblfes ddwQrwbidg sutam& Comllenow McWad: Cafflodar Male or Listing own QuaM Assumemse Apawed Melee Automated .firrillt gggggl DoWen AMR.][ urolaw ar tains Product Description Contract Exchation ode In Oulskile HVHZ Resistant Premiums 8 e. &quoCSmodMBbr&quok and &quot;Bendmark and b/ M &D Opaque and Cleared Fiberglan Door with11I2021 No Yes No WA Thame-Tru&qot; uand without Sideaes. Inning and Oubwing Composite Edge Fiberglass Single Ooa nswln Outswl ;X. configuration) 6 GTherma-Tru Flber-Classic aid 3moothSter Nominal 8M9;04quolNon-Impact&quot;Opaqu0 12131021 No Yes No WA Composite Edge Fiberglass Single Dow nsvein swl N stout 9 I.The—T_ru Flier-CWsicand Smooth -Star Nominal 6e,Mi9,8$uotNorrlm t q pac &goof: Glazed 12/J7202(1 No Yes lab WA Composite Edge Fiberglass Slagle Dow pnaMng/Outsvanlg; X configuration) 9 I. Themaa-Tru Fber-Classic and SmootFF51e Nominal 6&nXi9;8 &quafNorflmpapt&quota Glazed 12/312021 No Yes Na WA 6&gct;NoMmpar Composite Edge Fiberglass single Dow nswln ONsvd ;Xeonfi neon 14 n. Therme-Tru Flber-Classic and Smooth -Ste Nominal B8i739;0&qu9INor-Impact&quOC Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow nswinglaX$Wng; X configuration) n. erm* er- ass c. moo -. a o .nib b e on-mpa fie o es. Composite Edge Fiberglass Single Door (1mrMngiOutswirg; X configutdon) Florida Department of Business & Professional Regulation Building Codes and Standards Pape l of l +re2o1a Florida rtment of Business & Professional Regulation Depa e9 Building Codes and Standards Pep, an 1n2bie Florida Department of Business &Professional Regulation Building Codes and Standards Pap 1 a+ ir"I5 Florida DeperUrlent of Business &Professional Regulation Building Codes and Standards pelletal 1/&aota Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1'lal53324& son Sidney or a& Zak 1aW3endm lade 5332.Pe 92da fiftor Rift 2ift 20 F1Je16a A4 22de Snake r list 2ae taM.PaBtlim P1k F11115E3244 921h ISrsbLar lade lase DOMPA- 20 mm version a.Li� PB&.Amtsytl Approved abae mm veRten Mnvtabm[ a Undersea ;ttd+ndthod PJIc.Approval Approved ab9e Ilia! Version &Urdftotuw &Liam* vtmr.eay YelMebd Submitted F9CAmrslW Ap"Wad sutm Iym Version MaoWeabm Satirtfof Embucallgm valM.tedey YJ Submitted I=Aaoroval Apgexatl allot Revision 2D17 MI Windows and Door bguExterior Doom Cary: amnt smkor Luis Robedo Lames Seven M. Ihich, PE W (717) 36533PE-M14 V17) 317-8454 OB1312D17 08/1i1W17 WISM17 10110=17 Approved Revision 2017 W VIAndoora and Category: ExbMr Doors Brent Stenger BrSteger Lida Roberto Lomas Steven M. Uridi, PE (717) 385.33W PE61514 (717) 3lT4484 DW 3W17 =112017 08M20 517 1011WM7 Approved Revision 2017 MI Wndo es and Doors Cetogay: Exterior Doom ran BSMrger Luis Roberto Loma Steven M. Unch, PE (7 4 (717) 317A454 08113=17 OSM 12017 08201 /167 10/102017 Approved Revision 2017 Ne YJindows and Doors O•sNorY: Exterior Daces BrentSanger Luis Robeb Lomas Stevan M. Uroh. PE (717) 3853300 PE-82514 (717) 317.8454 08/13I2017 08/i 12017 08115=17 10/10/2017 Approved Subcategory: Stimg Exterior Dom Assemblies nMn"alkyd.00m aubCdoill Sikh" Exterior D—Assambitss bsMngsrQmswdcxxn Staircase": Sldng Exterior Door Assemblies beMnge■miwd,ccen SuloCaligory: Sliding Exterior DowAssemblias WIItin9erQmiwd.corrl Compliece Matlwd: E &km#on Report from a Compliance Method! Evaluation Report tom a Compliance Neared: Evaluation Report from a Cooglbnce Method: Evaluation Report from a Florida Registered Architect w a Licensed Florida Florida Registered Architect or a Licensed Fluids Florida Registered Audited or a Licensed Florid. Florida Rep6Mred Architect w a Lbanaed Florida PIckmaonal Engine Professional Engager Professional Ergiaer Proareabnel Engineer Centel Anwarrod for Um Aapanffifor use IMR§d !saint gwdw. Awlm Approved for Use A iSLtttl Imatmt Doom $et¢3 9udUAMUMN Approved for Use Aaoroeed for Uss tmPlal 2W■ AM5332.114Praduats gWYsAfturam Angroved far Uses Aowmd for hoped Quicen NSA Product Model, Numillairs or Ham Product assad000n Contrast emimem ode inH" oubtckHvHZ Ib!!stari Preegrs Amin ProdurAMoM.Number wabma InOutsideIBQIZ Roth&M Pours Ant ProductModN.Nu hyfirNauru Product Dwrlodon Cooked Explinallon pdv InitV out9ft I3!!hatind PffiR!@ lea Product MoM.Number orMena Product DmdoUm Contract Expiration Does 1,HVZ Outside ldY}!L ResistantPrs®m 3 SERIES 420 ALUMINUM SW REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12/312018 145 W4&quoi;x98&gWL No Yes No WA 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX, 12131WIS X0, XX 98&quoCx808quok No Yea No NIA 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 12/312018 14&314&qu0t;KW&W0t NOWREINFORCED NO Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 42D ALUMINUM SOD OX. XO,XX 12131=18 B88quoloc808quob NON -REINFORCED No Yes No WA Florida Department of Busine as & Professional Regulation Building Codes and Standards Pap 1 of I 1/5mill Florida Department of Business & Professional Regulation Building Codes and Standards Pap l e l 1/5=18 Florida Deperlmerst of Business & Professional Regulation Building Codes and Standards Pep + e l 1/mle Florida Department of Business & Professional Regulation Building Codes and Standards Pap 1 w t +auntie Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail x Hr#152794W Sable aranyor laic dais DINvnam Date mm Version dMmdactu Gantlet EOgtOtlLALit, Ywmd By j AWWdYd FISCAO➢@Yat Amrsrad 5bbe P11152794115 2211111 unmfir Oak Io 21b Irae Vlrsbm Manufacturer combat Emkm.&Lk— y.IMetedBy V11iished Atdostal J rM A-va-d at■e F{a143U-R4 2e6 Enther of 201 tick Ode Poodim 2oes Lrm Version MansiftecLlrsC Contact engineer &Lkaae Validated Br VeIM6ld IFEIC Agamnsil Aoorsimd abbe FLM14t2g SSeA! ErOW lam !fig 010Per1dDa 21b mm Vital 9n nknukohnr wed Entrimua1y■iM■bdBy Valkishll Subin FOGA9aroyal A99tmad 3ifd6e Revision 2017 C" Building Products Company Category: Exterior Dow* Mark Nhsbdhld Irdedak Testing Services NA, Gary Phwhler (513) 7704M Imp. (513) 519-M 1129M17 08/10=17 IZAD512017 Approved RwWon 2017 Clopay SuBing Products Campany Category: Exterior Doors Man Wes erfieN In arek Testing Services NA, Gary PANhler (Sill) 770-6082 Inc (513) 51941688 11/292017 UeM02017 12M017 Approved Revision 2017 MI 1Mndoas and Doors Category:E:SkI &era SMngar Lab Roberto Lana Seven M. thidn, PE (7tWWrQ300 PE-82614 (717)3773454 0111132017 08/112017 08115=17 IOMC 2017 Approved Revision 2017 PGT hduetrla Caa9ar: Exterior Doors Dan Rued Mismi-Dode GOOD - DER MW&Dede IiCOO - VAL (941) 488-01W (786) 316-2590 122M017 11262017 1226=17 Approved — SubCatgory: Sedteal Exterior Door Assemblies mwatorSsld6cbpry•wm aubCabpory: 9edbal Exterior Dow Assemblies rmvesteribMQdopayam gors SuhCtlpory: Sgdkg Exterior DoaAssembBes ballengarQmkrd.com aubCaMpory: Sliding Edsrbr DowAaambtieA 4narkQpptinduarias.a:om Complisnce Mehod: CertlSwAbn Mad or Listing Complbna Method: CerMeation Mad or Listing Casolde cer Mail Evaluation Report from a CwnpiWea Moraaed: Cer85atlon Mad or Ling ■ Florida Registered Architect or a Liwesed FlorWa Professional Engineer FL128141129 Produsb Quality Assurance Aggraved.for Use Agoroved for this NWO Balm Quaft Asomim Acrorynd W Use AoaravedM the JrAgot 2 A ter A Impact lal(on cu 1e41 ProdueModw.NuMerorthme lD.tiY1Z 2NaddflVrHZ Roo P-t� 3b9.1! InHWE Outside, I I Am—# rd L9i 1;"Mtmrs Pressure 37 037 VMi-08 PAN-21e101: &U, 94, 73, 75,16W. 190, 76. 70V, 4RST, 4RSF, SRST, 8RSF, 2RST, 48, 42, 55, 46B, 420, 55S. GDSS, GD88V, GR5S, GR5SV, ARSS, AR66V, Steel Pa (me. 25 ga.) Singe -Car (up to WT wMe) 051212025 WINDCODEW174; W5 Gasps Door No Yes No t30 P8F/-32 PSF 83 053 VVS-16 PAN-21`153: 84A 94, 73, 76, 15M. 190, 4RST, 4RSF, 6RST, 6RSF, 48, 42, 55, 488, 428, 5%. GD58, 005SV, GM. GRBSV, AR5S, AR5SV, ED5S, ED5SV Steal Pen (min. 289A.) DoubleCor (9.2'to 1&(r 05/21=8 wide) VMNDOODES1174; Vrs Garage Door No Yes No a30 PSFI30 PSF ae9 #_ 0 Product MoM. Nearby y Nara SERIES 420 ALUMINUM SGO REINFORCED Quallb, Product De oriabn Coarast one Dab SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312018 Approved for Use ADDrovied for Use bo= �M in l�Z ,Q1OIIdi1�FZ bunt No Yes No patio, Pry N/A 10 SG"70 (Large MbNb impact) VMyi Skft own Dow 04114=1 Ya Yea Yes WA EDS53V S, ED 143&quat;x9S&qu.1; O Florida Department of Business & Professional Regulation pass 100 S Florida Department of Business & Professional Regulation Building Codas and Standards Paga+rl tract* Building Codes and Standards Product Approval Application Detail 12r12i2018 Florida Department of Business & Professional Regulation Building Codes and Standards pap +art 1/v018 Florida Department of Business &Professional Regulation Building Codes and Standards Pace 101 i +/601e ■ �� Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Venal Eren fir Date Submitted FSCA n..I o �e Version Manufaduror ca"tam! Endlneer &Lleeme Validated By Validated 9u6mkbd FBCA oroval Approved 9}aWa iS111637.R7 I�Ai5u.4:B5 290 Most Version Mmuketuu Enter or contsd EOg Valkleteed By 21M Zak Valldabod Submitted m 20 FW Appromral Approved 5btm Revision 2017 MI VVndovis and Doors Cetegory:IWindoves. Brent Slllinger American ArchSedural Steven M. Urich, PE gM365.3300 ManerfecturesAssociation (717)317.8454 12292017 12/13/2017 01110=018 Approved Sage min version M■ufww Snail or Contact Enaarsr&License Validated By tars dab Doe Pend oa Ra Vggggbg Subntbd !`.ag.Aprmsyd Ap➢t4>nall abbe 220 T= VNIon 5bnldl9blrsr Etlifte, contest larationerr & Licarense 3unimdBy Zak m 2tle Pending Bab vwmow SubmMed PW Approval A9enmed AMR Revision 2017 CURRIES Division ofAADG, Inc Cabg•ry: Elarter Door Ded c Dave UL LLC Tad Barham, PE (641)494-2844 (305)8884707 11/3012017 10r"17 1206/2017 Approved Subcategory: Single Hung Cam plimce Method: Cedificctton Mark or Listing bs5fingeramhmd.cem Revision 2017 Clopsy BOBrIng Products Company Category: Exterior Doom Man WesterMM Inbrtek Tasnp 3ev(ces NA, Gary P6tehler (513)770-8062 Inc. (513)5198588 1129/2017 09/10R017 IZW2017 Approved Rwhbn 2017 C" Building Products Cmnpany Category: Exterior Doom Mad Wastelleld Intergk Tasting Scribes NA, Gary phahW (613)7704082 rap. (513)51"w 1 i29/2017 OSIIWA17 12/052017 Approved ■ � — BuMlatapory:ExbubrDow Componenb Ilatiupd: Cerixfeatlan Man or L CampWce Wong dave.dedk@naWloy-co m -FLa17493-R2 f�soducFe = '. . j „ • for Use for Use - =, Impact '" Daalon SubCabpay: Sedtend Extorter Dow Assernblin Comp) WNa Method: CediBatbn Mark or Listing mwatalldd@ebpayoom BubCabegory: 8ediocelFxtabr Door AaarMass Compltena llAUrad: Co. an Mark wListing nwssteraddQrsopayeom Fl11K577.R7 Producer seas ProdutlMbdal Number by Name DuallNAsaumnce Protluct Deacdptlon Contract Exnlratbn Date 8poraved Ap ro ed In HVH2 O hide HVF1Z ReSislliYJd Preeaure Eva.! 9YeByAssursrs'd Asarroved fat LIU Approved 1,HVHZ outsidM.HVHZ for Use largest grealederad Iaal■ P— 2 185 SH 52x64 FlnFenge Frame IG/SG Single Hung 1DIO92018 No Yes No +60F60 Seo.E yroductMeaLNr.marorlr.rib Quality Aa.wance Age Aparoeld for Use [mom InHVHZ dam RNMMt Deskin PrP— AKI QuaW Assamencer Aomwed for the Approved for tea leme93 InHVHZ oubift KVKZ lbatlOrs Onion Pressure 1 007, 707, 727, 747. and $47 Singe and Pals of Doors Flush, Glazed, and Lowered singe and palm of 12131=8 hollow meet down. Yes Yes Yee WA 86 085 Vv8-09 PAN-2F163: 73, 75, 84A, 94, 42, 45, 429, 4M 4RST, SM, Goes, GROS, ARISS, EDSS See Pan (min. 25 ga.) SinpteCsr (up to 9W wee) 052i2028 WINDCODE81174; VVB Games Door No Yes No +38 PSF/42 PSF 102 102 MIS PAN-2F163: 73, 75, 84A, 94, 42, 48, 428, 486, 4RST, 6RST, GOSH, GRSS, AR6S, EDSS Steel Pen (mart. 25 ga.) Double Cy (9'r to 16'2- 0&211=0 cede) WNDCODE& 174; We Garage Door No Yes No +37 PSFI41 PSF Florida Department of Business & Professorialego a on Page 10f 1 Florida Deperfnient of Business & Professional Regulation Pap 1 fir 1 Florida Department Of Business & Pn7feasionel Regulation Pap 1 w t Florida Department OF Business &Professional Regulation Pagelfir 1 Building Codes and Standards 121122o13 W Building Codes and Standards 11SWIS Building Codes and Standards 1=10 Building Codes and Standards 1AWIS Product Approval Application Detail - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C 11 W= case Entity or PAUL 211 Date-Penalna 29, Lu version Manuhcturer Contact Enaineer&License yalidrtedm Valldated Submitted FSC:Ammval Approved SbWA /-� Side mm. Version Mepl�Orc Endo a Sa81b9t Engineer& VAlid■bd By 2020 yl5tbbd B9bIDBbd DIM Pending 20 FW A■!� Approved Dim 220 ]just YM Manufacturer En t.ce contod Ember Validated By 21M. � Dab Pending Zas Suhmtlbtl g 20 Approved ANN —ego mm Version M■ubs;Ww Enter w Selma Enaln ir&Llaae VWdded By 20 2ek 2M Piandm go vaikk F 6g9tmed g film Revision 2017 MI Wind— and Doo Category: Wralom Brant Sittings, American Archhedural Steven M. Urich, PE (717)366r3300 Manufacturers Associaton (717)317.8464 012t2018 O1/o32018 0122/2018 Approved cu Review 2017 Ml WndOvrs and Down Category: VMndows Brent Sanger American Archilectunl Steven M. Urldn, PE (717)36533M Manufacturers Association (717)317-8454 1201,2017 12131=17 OV0/2018 Approved Revelon 2017 POT Industries Category: VVindores Dean Ruad Miami -Dade BCCO-DER Miami -Daft BCCO-VAL (041)48&0100 (780)315-25W 122OV2017 12/082017 QM%2077 Approved Revision 2017 PGT kwuNria CaMaory: Wmdaaa Dan Rua* MIam4Dede BCCo-CER MIemHDade BCCO-VAL (941)488-0100 (786)315-2590 12202D17 12/082017 1228/2017 Approved subcategory: Horizontal Slider Compliance Method: Certification Mark or Usting bsfflingei@mhW.com O aubCzboi : Fbod Canty Slashed: Certification &Wit or LhHnp baMnperQmiwd.com aulaCategory: Fled Cpmpltonce Yahotl: CaMSaYan Mai[ or Lhag dnadoMppBndnbbs.com SubCabpoer: Singh Hung Casebnoa Mahod: Certification Mark or Ltetlnp druarkQpgdaduebbs.com FLa1ir361?tGProtl4de - FL#ILU04l Produce Pt1243.dt'jO,Produab PLC 9eo C Product Made]. Number fir Name O II(yA m— Product De.. dotloh Contract Exoimtlon Date Approved for Use• A yedfprilae Impact )gam O tslde HVHZ Resistant gags¢ Press — Ala Quality ■surance Aoorovad hr Use Approved IB.IFitZ iaWld for Use. I"H)M Resistant 2eelon PJneas Sae! ProdretMedN. 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YlMkD BYmdpp�[ Sa�M'd t;itg EJIe� Ancertivaid T(2g Version Manufacturer Contact Ennlneer 8 License Vaildazetl By vaNaazea Submitted FSC Abbroval Approved status }8 26 Ga, GuItPBR Min 26 Ga. GurfPBR war 15732&poet; Plywood 04/122024 Yes Yes N/A -NIA/ Revision 2017 Canmectal Genesis ProdueN,lna Robert OIHN THUY H. HUYNH John Hay 10114/301T id13/2017 tQt28l3O17 t2/13201T Approved Revision 2017 Gulf Coast Supply a Manufacturing, I.I.C. Fug David Daniel S. Kuhn Locke Borden P.E. 10/12/2017 70110/2017 10/172017 12/122017 Approved-154.7PSF Category: 9huedral Components (873) 889-3707 PE�0122 (362) 586-5377 Category: Roofing (352) 498-0778 PE75518 (334) 300-1600 20 26 Ga. GuItPBR Min 28 Ga. GUIfPBR veer 1x4 Wood Pudlns over OM122024 No Yes N/A +N/Pl aldrCWpory: Products introduced p a pursue of pacaebeNrayahoo.aom SubCaNgory: Motet Roofcng Info@gulfa>astsupply.com 15/32&qud; Plywood-151,7PSF New Tedtndopy Compliance Method: Evaluation Report home 21 26 Ge. GutlRib Min 26 Ga. Gu1tRIb over ix4 Wad Purlins over 04+122024 No Yes NIA +N/W Matlrork EwkMtlon from a Florida R 15(328qud; Plywood-164.2PSF Compliance Report Registered ArchltectaaLicensed Fronde FNrWa ReplWfed ArchBetlaaLkenaad Florida Prdassicnel Engineer 22 26 Ga. CLlfRib hfin 26 Ga. GultRib over l5l32&qud; Plywood 04/122024 No Yes N/A -NIA/ P -159;2PSF p0 23 26 Ge. GulfRib Min 26 Ga, GulfRlh over 15/32&qud; Plywood Od/122024 Yes Yes +N/A+ PtsiT7441a Products +159.2P9F OuaIIN Assurance Approved for Use Aporovedfor Use Impact Des a ri r 24 26 Ge. GulfRib Min 26 Ga. Gul}Rib over 1x4 Wood Purlins veer 04/122024 Yes Yes N/A N/A/ 91M�tOD9! IM�9i Seo # Product Model. Number or Nama Product Descrlonon Contract Emlratlon Date In HVFIZ Outside F1VH2 Resistant r r 15I52dqud; Plywood-164.2PSF fit! Product Medal. NanMrar almProduct Dessalotion Confined Expkndon Ode a )0-frQ$ PSIk19atPfHResiomm i Pressure 1 0.032&poet; Aluminum 5V Comp Min 0.0328.qud; 5 V Crimp Aluminum Roof Panel 04/122024 No yes NIA -NIA/ 25 29 Ga. GUIfRib Mn 29 Ga. GUItRib over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 1 Quality Pauet a Commercial ConaeN Products Freese and ProsbepW CorreaN LMeN OBl26/2024 No Yes WA WA veer 15(J2&quoF Plywood -108.SPSF 15/J2&qud; Plywood -123.5PSF 2 0.032&qud; Aluminum Gulf Lok Mn 0.032&qud; Aluminum Gulf Lok 166qud: Wide 04/722024 No Yes N/A +N/A/ 26 29 Ge. GultRib Min 29 Ga. GUIfRID over 15132&qud; Plywood 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -11 B.OPSF-146.OP9F 3 +&poet; 24ge. Gulf Snap 1&qua; Gulf Snep 24 Ga. 17&qud; wide Roof Penal O4/122024 Yes Yes N!A +NlAl--137.OP9 27 29 Ga. GUIfRID Min 29 Ga. GUIPRib over tx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ war 15/32&quof; Plywood 7l16&qud; O.S.B.-109.OPSF 4 18qud; 24ge. VerseLoc 1&qud; VerseLoc 24ge 16.5&qua; Wide Roof Panel 04/122024 Yes yes NIA +N/Ay 28 29 Ge. GUIfRIb Min 29 Ga. Gu1fR16 over?/16&quof; O.S.B. 04/122024 No Yes N/A +N/A/ veer f5/32&pool; Plywood -138.5PSF-116.OPSF 5 1&qua; VerseLoc .032&qua; Aluminum 1&quof; VerseLoc min .032&quof, Aluminum veer 04/122024 Yes Yes N/A +NlAf 15/J2&quof; Plywood-101.OPSF 6 7.5&qud; 24ge. Gott Snap 1.5&qud; Gulf Snap 240 e. 16&qua; Wide Roof 04/722024 Yes Yes N/A +N/A/ Pond war 15f32&qud; Plywood -116,0PSF Search Criteria 7 1.5aqua; 249e. VerseLoc 1.5&quof; VerseLoc In 24ge. 16&quof wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15132&qud; Plywood -123.5PSF Code Version: 2017 FL #; 11651 8 2&qud; 24ge. MegaLoc Min 24 Ga. 2&qud; MegaLa 18&qud; wide Roof 04/722024 No Yes NIA +N/A/ Application Type: ALL Product Manufacturer: ALL Panel over 15/32&qua; Plywood-108.5PSF Category: ALL Subcategory: ALL 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok ifi8qud; Wide over 15/32&qud; 04/122024 No Yes NIA +N/A/-%.7PBF Applicatlon Status: ALL Compliance Method: ALL �OOd Quality Assurance Entity Contract Fxpiretl: ALL Product Model, NurMer or Name: ALL 10 24 Ga. Gulf Seem Min 24 Ga. GWf Seam 76&qua; Wide Roof Panel 04/122024 No Yes N/A +N/A/-%SPSF praggt Description: ALL Approved for use In HVHZ: ALL veer tx4 Wood Pudins over 15l32&qua; Plywood Approved for use outside HVHZ: ALL Impact Resistant: ALL 11 24 Ge, Gulf Seem Mn 24 Ga. Gulf Seam, 1 3/4&q4d; Snap Loch, 04l722024 No Yes NIA -NIA/ 18&qud; Wlde 95/32&qud; Plywood-108.5PSF Design Pressure: ALL Date From: ALL 12 26 Ga. 5V Comp Min 28 Ga. 5V Crimp Roof Panel over 15132&qua; 04/t22024 Yes Yes N/A NIA/ Data To: ALL Plywood-156,5PSF 13 26 Ga. SV Crimp Mu 26 Ga. 5V Comp over 15l32&qua; Plywood 04/122024 No Yes N/A +N/PI-131.PSF 14 26 Ga. SV Comp Mn 26 Ge. 5V Crimp Roof Panel war 1x4 Wood 04/122024 No Yes NIA N/A/ Purlins over 15(32&quof; Plywood-758.5PSF 15 28 Ge, GUIP Lk Min 26 Ga. Galt Lok 16&quof; Wide Roof Panel over 04/122024 Yes Yes N/A +NfA/ 15/328,quot, Plywood-161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Roof Penal over O4/122024 No Yes N/A +N/A1-83.5PSF 15/32&qud; Plywood 17 26 Ga. GuITPBR Min 26 Ga. Gulf PBR Roof Pond over 75f32&qud; 04/122024 Na Yes N/A +N/A/ Plywood-754.7PSF N N L L 0 ^ e- .� U '(^^ CU V, O O O O W o- = - LL .� -0 E O 6 >` Q 0 Q. U) Q O t• U ._ Dom Search Crilaft Search Creole is O W O U O V v / V Cw G Q Z Z Q _.i SHEET NO. PA 1-3-- CU CU M215MIO Products (D cco t Model. Number a Name Product Description rcz ofeeelonal Engineer NIA Roof Panel over N N L L 0 ^ e- .� U '(^^ CU V, O O O O W o- = - LL .� -0 E O 6 >` Q 0 Q. U) Q O t• U ._ Dom Search Crilaft Search Creole is O W O U O V v / V Cw G Q Z Z Q _.i SHEET NO. PA 1-3-- CU CU M215MIO Products (D cco t Model. Number a Name Product Description rcz ofeeelonal Engineer NIA Roof Panel over