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HomeMy WebLinkAbout39850 Dawson Chase DrV e �} p,V41►11.11AG PAO OCi`( 4k ABBREVIATIONS c AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. 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 Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT orALT. 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, RIS, RISH 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 BO or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KlWall Kneewail 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u,c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO 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 FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 FRAME -WALK REVISIONS 01-04-18 3.00 2017 FBC UPDATES F -,,, 7 �4— 1 ro IF 4 16:- 1 L IV, INDEX OF DRAWINGS I 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 STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. u C� 0 0 MHal CD M pp z N fD z z a v J M N M U) z t� 0 U _ i . C'a w o o O — .— ry f- t!t E o � � U m w m o U o N x o ❑ �m N N o� Z ooN a w z W Z LL• �� A a�Zr 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 Z Z M J ❑� L Q EUO =o o 0 Q N E 0 (B Z oa =o CIL O N nS aO w 0 Q it. A W L fo CY _ C ❑ z m O oLL Yz U) son W 3 0 ,� g0 a mw NWf)O �z =3 J D o O w a OOR: za 0 O L � N .-. O a 0 N m CN I� O N 00 LO 00 �- ui ILO ;� T � N O o Z ccj Z N l� E aci 0 Q o c a) JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. C S V C" 3 v c N P rn rn L0 I rn Q 00 00 N S 00 I rn a� v N O O. E E 0 2 `v c r y rZ In 0 0 UI y N a d 0 v U J r7 s M a 0 Q_ -0" n T T O TYP @ 2 STORY H.B. 25-SH AC PAD AC PAD Ij 1m i Q _ _ _ OPT. REF. s, - z, - - - - - Z, _ - - 5-SH 16" DEEP rN I l0 10 26 -32- 1 24 v w w 12'-44' 11 T FLEX , ;z I z PA 'n ^ 8'-8" FLAT CLG. O N I FA I LY R M I - I M H 16" DEEP CARPET it I I o _ = I- "- - `f I I D.W. i Cl)5- ■ 8' 8" FLAT CLG. I I III I I r J I O _ B ICARPET N 00 oo CAFE I ~ I NOTE: FINISHED WALLS I ib TYP @ 2 STORY zo 0 TO BE FLUSH. VERIFY IN 't �0" '-0" 8'-8" FLAT CLG. CARPET = 1 1 D " T 11- i i • • • • • IL I HU i R/A FIELD. 1 q ■ ! II I 1 • • • • I -------- - - HDR AT T-4" (3) 2X4 #2 SPF W/ w I %E4�O�O o I (3)16d TOENAILS Ow I LOW WALL OR SPINDLES PER SPEC. 1 8'-8" FLAT CLG. o 1 @ BASE z� 3068 I ENTRY E 00 16��2 O 4 0 5 8 L49 l 3'_4' 3'-112 18'-9" 2, 0„ 01 - O _ N 0 '� I I F Y R PATIO i A o _ 2_ H1 TILE 000 I 2868 2 68 G ¢ - - - _ 16 6� tFINISHED 1-4" �5 --`„ S3NOTE: I -0" '-0"4 `) D2 6___-- WALLS TO N I ---- �VERIFYINFIELD. 8' 0" F T LG. 7_ _ _ _ _ 113 - EDGE OF SLAB 2" I I I ■ � 00 OP . W 8 1 12 --- r BEYOND WALL I I I 1 IL I � WIRE I ----- I11 I 9 - ----- 10 ---- 0) 1 I " 1 I I I I I I 0 8' 8" F AT I HANSON BOX x +42" SLOPING HALF WALL I I I I @ 36" A.F.F. I / P�. D DRYER VENT I I I I S6 WN E 'S SUITE 0 I I THRU WALL K S3 2 CAR GARAGE I I I I I I T TYP @ 2 STORY 8'-8" LAT CLG. _ T L V I 8'-8" FLAT CLG. N 1 0 1 1 1 - R&S C RPET 5 16" SH DEEP - )2X4#2 $PF-- -, O O 33 33 33 � r 1 I o I Q I I I I I I Iw _9 N may' I iv TOENAILS @ G j 1 O = I 1 1 I I I> BASE S3 I 0c I I I Im I 2668 I > I I O I I I¢ F TCLG I X I I I 10 I I I0 ! - ILE I �� I I I ILL o 14'-9" "' 3'-4' I co T4 5'-0" T-7" I 21' 42' I I I 10 ■ 28 8 TB I I 2, 6„ I I 1 J Ii W.I.C. O rr N Ma b FIBERGLASS 1 I SURROUND I 8'-8" FLAT CLG. I CARPET I W. p BUILDER TO PROVIDE K I S4 I I 1 O d w T 36" X 60" L J Co APPLIANCE PROTECTION N I 1 1 I SHOWER R&S WHEN REQUIRED PER FBC L---------- - I HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI HS (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 20 X 26 18 J X 25 4 S.H. 13 20X38� 18�X37� S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 11­12 271/4X26 26X25 S.H. 11­13 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27jX72 26X71112 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 71 4 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 �F +26.6 / -32.2 GC� SEE SN SHEET HO 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 �1111111111111111 - ••-• TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING H B. ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6)STORY SYSTEM 56-0" 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 ut_P Li a 0 z z " z 0 J t") d O _ M N z �Q) U o _� N Y f6 w 0 o t` U a O LL, C) cn c E o w.d � � 0° ULU r- ` E - o g _ ID U ) 0 0 NI N ztw o U) 8 o N Z W` U) rim .g U.t(3 �W WLLM m�n V (7D` 4wS'FSt i6 uL�d 0. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o CO w _ CO4 Q E o E: z O wo -0 ti. g �m <0 Z® oa U H ME �0 _ O E CN @ U �¢ z °d o 0 o a az � W z no CO C C J z2 o Y nm WI C, z� YZ Cn 0w 0< go a �w W oLL �3 ¢ O W ~ a¢ O U 2 C:)C >M L > N ■� T O Q L N m N o cV r 00 N= d' O N I N r m LO �- T N � .. 0 Z Z O E O N E i f0 C a O "O f0 v _j ¢ o N JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 1.0 12 ----------------------------------------------- 0 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 5 D2 J ss TYP @ 2 STORY 22 Dl r• . 6'-7" 22'-11" H2 D2 TYP @ 2 STORY 3 J 3 A O D2 S6 D2 25-SH I I BE (ROOM 5 8'- " FLAT CLG, I CARPET I I 06j LL I 00 6LO I I I uj I I ►w t I zo 13'-2' 2-8" 13'-8" LOFT SIN 8'-0" FLAT CLGI � I CARPET 4'-0" 34" 5'-10" T-10" 12'-0" " O O LL ~I O OO O +42" HALF I o I O Cr WALL I _ , 2--- 3 I - II6 _. _ 5 _ _ 14- o - 3 -- 11 G. P - I�U / I w X�unj ; M` _AL_ _j BED I OOM 4 8'-0" FLAT CLG. CARPET eN00t I 4 -- 8'-0'FLAT 5 N _ g Fo 7 8------ 2 1----- 1 ---- 2668 _ _ 9 --- - 10 I I W.I.C. FIBE SIN GLASS H c 18'-0" FLAT CLG. SUR OUND o `,6S 00 I CARPET - QLu I R&S �m T-4„ 5'-0,, 2668 4'-2" 2W7 8'-8" BEDROI M 2" 2468B.F. `IN B IDROOM 3 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. 4 SH 12" DEEP CO T CARPET I CARPET co W :- T 12'-4" 2' I' 2' 12'-0" 0 W I 60 LL ap I ( I fn U)00 I tYl o I� o H 1 6 D2 LO I I I I LO EG I ESS I I I 25 SH J O S6 TYP @ 2 STORY D2 D2 2-6" 26'-6" 29'-0" 29'-6" _ N I ___j J S6 TYP @2 STORY 0 O r 0 ire TYP @ 1 CORNERS D2 U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" 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 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 20X26 18jX25j S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20X501 184X50 S.H. 15 20X63 18�X62� S.H. 16 20 X 72 18 J X 71 4 S.H. 11­12 271/4X26 26X25 S.H. iH3 271/4X38j 26x371 S.H. 1H4 27jX50j 26x50 S.H. iH5 274X63 26X621/2 S.H. iH6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 Jq X 63 36 7 X 62 112 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54X63 52JX624 S.H. 36 54X72 5271X714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OH SEE SN SHEET 6iNz 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 TYP. 2x FRAME WALL I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR 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 I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) r Foy- 0 z N O z a z a M to z o N 0 j� '7� • V7 Y t Lj w 0 0 w I � c � a � U CO w m m E 0 8 xy = U 10 N 0Y t 144 i N N Z W g o N� 3 tl.tl&'IFoil Uj W 6 � ` 40� LL � _W LLG Q , ❑ 0 . *t ern Ana P. 'V��c'•'C' a , CIO 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_ o 00 w Z M J �2 5 0o Z Q � E oo Z® E o cc = °O0 wo o E o o Qo <z az �w 1_Y U mo OLL Z 3 W m 0 O Q W z O U W(j Sao 11 o �z � �3 �o O d- 6i� 0. a= c 0 0 .y (vp) ^L1 W N 0 .-. LL O m 04 O 0 CV � LC) 00N ,It = N °' N T of LO f T N o o Z c Z 3 E 0 N f6 a E o v m v Q o JOB NO : 19-5899 SCALE : AS NOTED SHEET NO. 1.1 3 cm -v v N O n rn 0 L0 I rn rn i� N a� .Z N O 4 Cn 00 I c v 3 r rn 0 C a E a� E c 9 i E2 0 U v U i 0 d d 0 J 2 c� rn 0ZZ- CN 0 O ), SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOI STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH a a (D VIla ) rco t ClCL o ) oo 00 > CD ) BATH 2 BATH 2 MIRROR 0 0 50 o - OWNER'S BATH 0 i0 KITCHEN KITCHEN KITCHEN ISLAND `— THRUST BLUC;K SLC;UKCU 10 SLAB w/ 1/4"X3 1!2" TAPCONS @ 16" O.C. INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4' (16) RISERS AT 7 9116" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1/2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" s a o 0 0 Z N O z m z o Q� J M d N M WIJI Z � 1W' �•% lL T Cd J Y W O .O El 1 ^ C tJ 11 � U 00 W � U o m w j N N v�i N za °o N t -W 00 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 po ions of the drawing pages bearing Engineer's signature and seal. � w �Z Z oS � rj zo Z}Z m O z N � W o � J m� . rp o _ U Z y m Q W cn F °6 Z z 3 0� go W W LL a Q �w U � ao �k o w� moo' CDa= � zl a o� 3 o Q ^L, W N O U �o N T N O T N = N ° N r b r r N d Z E Q c t6 E Q � J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 2.0 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 8'-0" RIDGE VENT 2 - 1" x 4" SMOOTH 12 TEXTURED I I 5 TRIM / BAND I I � I 6" FASCIA T.O.P. HDR HGT. 04 r ti • � L�II i, i it �� 1: �J�I � lIJ 1. III i, , ILwJ ., • •• ! • • V ■ ��- ■� i IN • • •�! IN--------------------- I'I I'I • I� -Iw co FRONT ELEVATION - Al SCALE: 1 /4"= V-0" 12' RIDGE VENT T.O.P. — HDR HGT. N N 1 1'-$" a. 1 GABLE END VENT SCALE: 3/4"=1'-0" 2nd FIN. FLR. MIS T.O.M. HDR HGT. -10 F.FL, LEFT ELEVATION - Al 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. Q 0 z N g c, z z o IR 10 J M d N z Ln a c o CQ w g •Ln Lu Lv E = o YLno Y p (0 U m w � F— m E — o gRig h•..,. y! U o 93 c rn w ¢ ® 0 N �D � N Z LU w z° 7 ;F W d QLU Y (0 �1,1Z� �R CtF E 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 MZ J o w W E E U ¢ zo oo w= » <� Z® o0 H (O CL o o¢ wo �� ow O (p N L woo Q w Z w� w -5 @ C ❑ z y U N o m 0 8 w Z J m a b Q W z () 3 o�d ao w o O �h �j za ' a ? 2O 0 co L N •� T O .-. O CN I..L o oo N � C:) O� N 0 • T 00 It C:) T = N N .— ui CD T T N o m Z E O co c FLU J Q J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 3.1 -ICO 00 04 rl� 00 M1� COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.P. 2nd FIN. T.O.M. 1'-0" 12 5� 12 5 i 8'-0" RIDGE VENT 12 12 �5 HDR HGT. __—__ 1'-0" EXTENDED OVERHANG TO BE CENTERED ON co ao DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH 25 SH (TYP.) 25 SH F 12' RIDGE VENT 12 �5 T.O.P. HDR HGT. --------------------------------------------------- —_-- V-0" 2nd FIN. FLR. T.O.M. F.FL. CJ 25 SH --------------------------------- ----- --- - CJ /WEEP TEXTURED aCEMENTICIOUS FINISH ON C.M.U. (TYP.) — — — — — — — — — — — — — 4' RIDGE VENT 25 SH 12 �5 -------------------------------------- 1'-0" REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al 1 /4"=1' 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 FOLLOWNG 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 / SO, FT. L� L 0 0 � M N O O z o d J M d. N M N z U o � Vt+ � Y f6 M Q U ® a O w (!1 c E �tJ1 ws A .2 U `D d a— 0 E Wigw � 0 8 I = U o W Q 414-216 N �O O M p N20 W Z IW MNM C UJ LU d Ca a ¢ -���qq t M on, xx o Z C.w 9 E. N a O� F\ o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c c w VM M M J m z S m z g Q E ro oo Z® 00 t- _ O Ez C) ru X U ¢ ¢ � U 0 < aZ NWQO wo ¢z J mi rp C N Z2 OY nm O O z aw z z So N (� oa w� ao ay =F 11 o J Z w 0 >° IIIIIIIIIII O � ZG a Uzi c O 0 N > CM ^L' W � N •� T O 0 a m N 1� N 00 LO 00 It CDN= N 0')04 LO r ai ca r r N 3 CD 4i o Z Z E O U 2 m C d U J Q J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 3.2 I I I - 11 1 1 I 1 '1111Rtl I 1 it _ I n.. I r. :ill _n I I Ip..I I I I I I_ _1 ..,,.i,�ATe�n.'rne• •r�asu. ,.,.Q. _ -- - - i _ 1- ' --- .-- ' VARIES 1'-10" 1z' CAP = CAP 2 2" *NOTE: 1" CV 1" RADIUS---'Cl) iv FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS rm REQUIRED BY COMMUNITY T~ iv 3/4" RADIUS a i -5a Ail N 00 = SPECS. IF NOT, ����� Mla co DETAIL TO BE 1" ljl2'. OPENING VARIES 2" "2'' BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES c+>la �Iry i" OPENING VARIES 1„ q VARIES 1 M 12 VARIES iv TT 1 1/2" RADIUS 4" 42" 4" � � r I 2 1I2" RADIUS o 34 4, _ � r a C14 N "Ih" � _ n ebry MV oily r Li c0 VARIES 12 32" 11" 32" iv � rI� T rN 3" 2' 2' i" i" J BASE BASE thl� T 3n 3" a 1$ 3 4 I I �N i2t *NOTE: VARIES $" 2" z z o Q v FOAM TO BE USED n o 3„ ONLY WHENto N REQUIRED BY d V-6" N z COMMUNITY 1" �v U' U_ SPECS. IF NOT, 1" OPENING VARIES 2�_N i" i'-4" `I� I'' "' DETAIL TO BE `t w a. io BUILT W/ STUCCO. 2 2 1 U co EDGE OF 2a • ' o yea OPENING _ �� � a U 0 • ' Elm 1-1/2" THICK 1-1/2" THICK o z 0 ® 0 Y 4" 101, N SIN ¢ m C7 3 101,6 N 24" _ N vN L. Z us Mg�IU Zo w a m � LL hi z " 3 z v Z 9 _ ° o x N T U) Ern Q LL W a �a V - .� 3 ❑ ❑ rn 4 6(n (n 1„ 2" 4" 3„ 2" 2- iv rn 0 2 N > > N LO O 1-1/2" THICK 32" 11, ov'o 24 -N N Cn 2'-4" ',� 1'-10"v 141. � 52 1'-5" 5z �--� 54 i'-4" 3 N N co IN M C) 2r o o -' a" 1" i2" T VARIES VARIES rn co � LO 1" rn z —k LU - 22' To the best of the Engineer's knowledge, information and belief, QM the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 1 VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for v i • the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o r4 3z Q� `�' a 7 U r--------� _ 'YR r o a N 3.. 6" 4" KEYSTONE F11 0 KEYSTONE F1100 u =� >° rn N i iv Q �' ti OPTIONAL OPTIONAL Q o z e EO p C ¢ o z a CO 2 44 CD 3 R¢4r„ v " N rho o- Z 3' a :3,11 4" GARAGE DR. OPENING 4' NOTE:4" WINDOW OPENING 4"No¢ U) C z�U Z h l • INSTALL OVER STONE, TYP. z � J a w Z z VARIES FIN. TO HAVE TRADITIONAL Q 0 N z low• LOOK & SMOOTH FINISHU 90 i , • FOAM/ EPS MATERIAL IS a) 94- CaD NOTE: ACCEPTED ¢F >° a= d za ° � • FIN. TO HAVE TRADITIONAL LOOK & 1' 4" o SMOOTH FINISH 14' 4' 14" 12' 2 1 n 82" e FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-12" 5"' > co i S_8" 7" N L ^` 4„ 3'_0„ 4" 1„ 101, 1' 4,' i01, o iv iD O 00 N Q i (V CD O 1 N ^1 m N W oo 0 M R6 v CD r r 4 CV00 ■ T � N r a> N r CO o moo- N c � ui '• T r N o m : O m ^ Z °- c� M :- Z E CO c E m rn �� a U Q p 0 JOB NO: 19-5899 1 SCALE : AS NOTED v (V GENERAL NOTES: SHEET No. O M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 r� NT I • ACRYLIC SAND FINISH v d v 1.'.' II�'II I1 IIII!I�1INIIIIIQI! ll�l I II'1 Lill II 1 11 lip 111 11 "_ ll, — 11111, 1 _ _ '_ I_ _. I. _ _ . _ _ _ I IMINT,IF9111"11 1.11' 1.I. 1, ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY4 BON TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Doper to lights & outlets Dpper to 20 amp ckts copper to WH copper to Dryer 2 Alu 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 FTF WP WEATHERPROOF DUPLEX OUTLET PEF GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET OEJ 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 I—O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE iO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P13 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 ]M ELECTRIC METER WWI 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. qP AC PAD EP)AD DISC.50 ' \ o0 WP =8 I GFI I FAMILY R M PENDANT AS 12 PER / --�/ \ ROUGH -IN FOR -,,CAFE / LIGHT PRE -WIRE \ \ t PATIO1 1 nGFI ri _HGFI _ tOPT. REF. momlwm A roll 7111 -;' op Me1�.1�11� �►Li M■■■■N =_ � l■m■■■i� (GFI L / U.C. SW►TCH I FOR DISPOSAL I DEDICATED RECEPTACLE FOR MICROWAVE RANGE j HOOD PER SPECS C.M RECEPT. FOR ALARM SYSTEM FLR. J FLEX 12 4A / G � ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE F V [P� ` /GFI @ 44" 1 A.F.F. I \ I I 2 CAR\GARAG E � I :FI @ 44" I A.F.F. I GARAGE LIGHT AS GFI FOR PER SPECS GAR. DOOR PREWIRE I I I I I I I I I 0 D VERIFY LOCATION ELECTRICAL PANEL I GFI @ 44" A.F.F. - c-� IRRIGATION VERIFY METER H.B. LOCATION WITH BUILDER FI ENTRY N R IG AS LS PER SPECS WP I GFI MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" L O CD 0 M C, N O 00 Z o Z a J M d N M to Z co W p .O o a < — .f u, I N c �N ZD o t�1oo � � 00 o g 1 Nick, 0 as m 8 m �m � N Q N o w z � =LL� op uj w � �LU ��z ° a W >g 0 Z ��� _° o¢ C t^ C N V 2 Ern RULLS m d IJJ NaM ~ Q 0. r-) o rn 0 N 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O w M CO z Z u E E �Z w � z m <� Z® oa ca 00 ca '6 CL x� U O F 0U 0 < Z O N o ap az , W2 to �eYoZ _ C U o ZF Z CO a � w Zz �3 s s° 1,§ aZ npu �k CJW <o 0- _� WF o C.0 w�WO >xx a v < °3 0 .N 0 >M L N O 0 �C 0 N 00 0 N p- r OO N= It O N rn N LO r ai CD T r CCIV o m z � 0 v; E 0 y Z m tt1 tl E w U J Q c J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: #74 copper to lights 8 outlets ELECTRICAL CONTRACTOR NEMA t #12 copper to 20 amp ckts 200AMP MUST VERIFY WITH THE 10 #10-2 popper to WH SPECIFICATIONS FOR THE TYPE #103 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER T LOCATION PURPOSES. MAIN O 200 amp 2/0 or 4/0 SER Alu IF 150 amp GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc 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 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 A EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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) T© 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT I� ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH C`!I? ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. ----------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------- I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 C1 Co M _ z z M QCD d N E3 - M V} z CZ Vi Y rl.r o o a LU C) N c o U u, 8 0all = Ylf. U a Q It N N Z o _ 22. w Z - ` _�, M wI i � � r„GD .o VJ m U P. W Pz => m LL o N LULUAQ Z 0vvaiwQ p to 9 vN� U) g ErnP3 Q Z LU a NaM Q LL0 rO � j U 00 rn 0 CV M w 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 Engineers signature and seal. r— o w co co J 2 oz S z Q � ce E CL o w0 zo <N z® ❑a N V141 — E C) to�o o a� ° " 00 °¢ a z WW C11 Q L to ::,r O 0 Y °m m o Z' N J 7 ¢w 2m (1)Z 3 W 0 ZZ g0 W 0 a < 0 oE �w =3 � coo oz< l n} o o~ � ¢ U'> S2 O 0 ^L, W N O 0 Q C N m N T `-00 O N 0) r— 00 It O = N `- T— N ai I-°' T r N d cc O N Z Z c E Q (D E M t° a- o a cc U J Q a0i J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 4.1 �I��IIfI:IIt•411YLLN'orl,lLlLdIWY�II�IlI�iY�1011�1YW� fi�u�l ®11W�Iw�rw��� �—� Lllywn�iss?s.��i�°��•wa•—�� Di 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 of vented IN. of of ventilation to SQIN. of SQ. iN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 4,000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) 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"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a CD 0 FLJ`l= � z o z z � a (nV1 z a n' o U U Vl _ �i Y V E o u U ° m �— 2 emi a j'.... = 0 U ) N Y ° A o� Z Mrd N N w z is N Q k i GJ 8 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C::,w co M z CJ z o � U_ zo 0 0 >m Q N Q O E V Z Z �K O E ap aZ N �o ¢ ¢� L Cn C Z Y m O O, r) iz F o LL z z go a m W W C=)O z w �F >� co V 0- z �¢ OU C O O in ^L1 W > N ■� T 0 �1 0 C N Co %%-.00 W N T T O V oO N 0)■ 00 'd O N rn N r N= LO r r N o CU :3 O N Z Z E Q E N C o -0 m m JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 5.0 L I I I I lllr �,Igyljm.,11111 II"I 1 III 1 i 1 I . 1 I I IL A l i^I ll i _[r 11 1_ L I' ! 1 1. 1- 111 n;Wmnm3mPnnn pi 11r.11 I _ 1 1— I—V� � C d 3' 4'-11" H.B.t 2'-22" . 2'-52' 27'-0" 4'-6" 4'-8" A TYP @ 1 S3 STORY 1-STORY ,� 2-STORY FOOTING FOOTING G 3'-10" 4'-5" 4'-8" 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. 6'-0" 6'-0" J TYP @ 2 S6 STORY 6'-4" 2-0" 1 in00- ■••..•..•..•. N.....1111111...... �...• ( HVAC CHASE ■ ■- -■ •..... — — — .......E••. — — •........ ..�... .•.................••...•....■ BASED ON LOCATION 3-1/2" MIN 3000 PSI CONC. SLAB FOR - o I HERNANDO COUNTY ONLY in r C� r M I HVAC CHASE I 3-112" MIN 2500 PSI CONC SLAB OVER 6 I MIL VISQUEEN VAPOR BARRIER I, -- _ _ _ _ :: °Iry :: ,- BASED ON I r — I 0 -0 LOCATION ■ . IA III III D.W. 11 I : ■ ' N I II .. ......... T 4'-0" - - - - CJ - - - - 1 CJ I 11 j � I � 3 - - � C,1 _ - : - - - - I C' J - - STEPS AS REQUIRED PER I I 1 I z- _ _ _ -; _ ; '_ ; _ �_ AHU STUB UP TO FIELD CONDITIONS I ( ■ PROVIDE 1 Y2" RECESS FORSGD.REFERTO I I11 I I KITCHEN L �____�________ I Cn I I ISLAND I I �- _ , _ _ __ CHASE TO � - _ _ _ _ - - ,_ - - - I. 2ND FLOOR — J ;'. FOR A/C .. - I • ■ ■ r ' — — — I I MASON'S SLOPE FOR 0'-0 ISLAND LOW I WALLS 10'-42" 2' 34" TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLRg'_g3' ■ SL03P S WIDTH 3' 4" 3 1/2" I q C0 to I L I 27'-24' 7'-74' I I 19'-22 SOLOPE 2, I. S3 - N CV C0 S3 I I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. PROVIDE Y2" x 9" I I 2'-6" x 2'-6" x V-&' W/ (3) #5's E.W. — ` I RECESS FOR FRT. DOOR : (TYP. OF 2) ■ ' — — — — — — — — — — ■ O 73, © T . • . • • . • . . . . . . • . . . . • . . • • . . . . . • . • • . . • . . . . . . . . . • . • • . . • .fjF _ 1. — CJ — CJ_ — —— — — — — — — — — —L ■ v G I I (2) #5 REBAR I GS3 S3 VERTICALS w/ in T I I S3 I - I ; ; 2 STORY FILLED CELL . INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ - 00 (1) #5 REBAR VERT ABOVE SLAB TYP } j flOPT. @ ALL PLACES SHOWN HOOKED FTG. 1 0 { W I I . • I DOWELS 5" EMBED W/ 25" EXT. I t I 0 00 %� S3 ABOVE SLAB "GRADE 40 STEEL" I { N tI �' - I I O I• -3 1/2" SLOPE TYP @ 1 STORY I -- I { I OPT. DI - — — I : N I — CJ o — CJ 0 :: G 1 3 I cw CJ I CD�t °' S316-6 :: K Ch o _� r 00 S3 2 STORY 21 _22 15'-74' 6-32" ■: T I I 0'-0" •• (2) #5 REBAR o <� I I t I { t I I • ; O W.H. VERTICALS w/ in FILLED CELL I J.: ... .......N .r ............N .. ••••. .......... .... . ' ■ ■ ■ ■ ■.............:..... 1'-8" L 5' A TYP @ 1 S3 STORY 2'-6" x Z-6" x 1'-0" W/ (3) #5's E.W. 1-STORY 1 2 -STORY J TYP @2 S6 STORY 6'-0" 6'-0" 1A H.134 3' FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —-^i w w • P 0- 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.;::�;s;� ��;,;� �• 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 a M® O z o z o_E3 U) U) z U o cn Y w �- U 0 w �N E t/) § o U m LU m �- e E o g l 1 z� = c U) ®� ¢ 0 �m 0 Y U) z ,I t� z �Mw 1 aQ "' •� d �' iE TIJR C�. • t Ya�t? Mf#:L1� 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 � �a z z CMM O g U_ E Q wo Wo » a� Z® I— SO 5� U 2 oo 0 O tV G Z o <z W W w (p U) Cy _ C N m m� oo� zI Q w c) —� 0)3 ¢ ° 8< z z no a w w f- o w [7 >0 C ozla a o 3 c O 0 > M ^L' W N ■� T C) �\ 0 T N O Ul C* T E LID r N iri a Z z c E U a Q p JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 6.0 I I ;111111 ' Firlpillillillgil 111111 1 1,411111 Pill 11 I 1 I I ' '1 i I I 1 11 1 11" i l ' I11 1 .. ' I „ _11 1 .- I 111rRAiea rr_a ' IF UPLIFT CONNECTION CROSS-REFERENCE z6,19 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 1 112" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H .5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 18 - 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.118 10dxl-112 HT74 2715 518" ANCH.120 10dxl-112 J HTT5 4350 3740 518" ANCH. / 26 10dxl-112" HT75 3225 518" ANCH. 8) 10dx1.112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 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) 114" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 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 1065 605 -2 -10d SPT24 1030 12-10d 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 1480 W/3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. 'FASTEN BOTTOM CHORD OF (8) 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 CONT (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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 CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS .Irr 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS n_ 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRIG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN '--STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = 1'-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" o Lr- `L cc � z N O o lei z � Q J M d E3 s� M (nvl 2 o L.0 Oa Q •O C, < W W F N o � N � O W Rim O = t N � I C3 0 0 N �O p V7 ONO M ti a O fiai� ) — W ZM 2� w LU ILU 9! i Z ! f O V W o of Qee LL LU N a�My'` s O F E S ����te+r{itllilltt� kt� 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 O w mz o z E wWo0- za o w a o E U ze oa r U O Q o E o <o az wz (p U) �Z S Y U m� O ~Oq z N J zo w � QW 1 m od` w� go a �W _ 00 w Q Y � a0 CO d' FF O< zl¢ p1z U 3 0 O > vi L I > N O �-.. O 0 N ^C1 In ~ W N o N 00 T— LO 00 d' O LO n w T T Vw,/ `v .. m z � Q E O N Z c 0- U Q p � JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 7.0 TYf 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 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 I H10A 1340 1015 18 - 1 Old x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Old H HTT4 3610 3105 5/8" ANCH. l 18 10dx1-1/2 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 11.65/1070 ** 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 257D/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-112" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Old x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X HTS 20 1450 1245 24-1 Od X 1 112" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 1 Od SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W1318" 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) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 A) INTERSECTIONS. SPLICING 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 r-0° 0 0 z N o z � a z J M � O M V'1 Q) o VJ _ � Vi cd (� w $ v Ow H N c E V) o � U co d w w 0 8 wir— m E = () 0 �' zr�.. m c Cl)a Q m ®Q sm N �O .--N p� V M it N it I w z do 0 Z P a? J C.? a w U) I= L1J ;_�t'��, W ` L q 1 d7 a, UM E 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. o CO J w M M J w¢ z g l.l.. E Q C OV z o o0 » ¢N oa cu t_ � _ ¢U xU a Q 00 Q O O N a (p _ y U O O¢ Z z CnJ 00 a� 8 gz no Q V LL o rn ~ 0o Q Y a H ll' ao c O O co L N ■� T 0 �.. O Q C N m N I1-1 r O Noo r ■ 00 N= O N rn N LO T ui r r N O o z cc Z vi O E `m a 0 -j ¢ a -j JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 7.1 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 1_1360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS ; : �. FORM & GROUT SOLID 8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T i. 04 Q ALd 0 0 0 0 ,0'• �v O .01 O O ° #5 BAR CONT. 8RF14-18/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T 4'-6" LL n ° U)8F20-OB/1 T "'LINTEL DETAIL F 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T SCALE = N.T.S. i E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J lL F 16— B/ 1 T 6 6 Z tNOMINAL. to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL— o HEIGHT MATERIALS c�lintels = 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 EBAR IN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O ° a .M.U. #5 REBAR AT TOP 4 " D ° a MIN. (1) REQ'D 1-1/2" CLEAR ° ° G e GROUT n J Q a 0 = ° 4 C.M.U. ° 5 REBAR AT L. = U) rn , j - 4 ° BOTTOM OF I- to — w w LOUO '-*-BOTTOM LINTEL CAVITY (n � 0Ul- w o ¢ tip i- REINFORCING PROVIDED IN LINTEL ¢ ¢ c7 1 9 Z �—` O w in ¢#5 D D �o �o REBAR AT BOTTOM AS INDICATED 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) U)in ¢ a 4 16 GAUGE POWERS STEEL BOXED LINTEL 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) 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 planidetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications _L L L L 7'-4" LL L in, LINTEL PLAN SCALE: %4'=1'-0" ICI LL m� (D z o 0 0 z o a V (D J11111l d ORRIS III M aN N z n, U o 0 Y (U W d U � Q O w IM Q) �- YZN c E � o � c) m W Ol _ 2 E�` o g IlkU Z00 9 L ® � 4m N N M W P O a W LU as' �`�U)�I a U o cf ffott` ifa 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 c0 J w Cl) z 0 z z ¢ U_ Q E E z o 0 � s yo z� W ff Fcu tU 0 ¢¢ 00 0 U O� L ¢o wz :3 _ Y U y m� 01 Z Z U)J Cn m ¢ ° o Q W z z go W Q U W LL < p a NF FL �" J Z ¢� =3 01 O zla 10 003 C O O .N `'M , nL' W 1 N 0 U N � N T' 00 LO N N m .- ca w r T N � `r' t\ 0 z E 0 y ca c �6 tl E o 'aio U _J Q p (D _J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. 8.0 r'* ems+. F 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 A DE 003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS DECEMBER 31 T S 2 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 Yz 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th 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 T13I1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/EMS 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. 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. W! RE T BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS A 0 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 1.2. 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. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 /„ GROUT FILLED MASONRY: j 4. 1. 7, WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-1-13 CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-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) : 31/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #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 7116" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5, ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 - C7ncrete overpog 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 T-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 =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-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 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 Q M M � N M z 0 O 0 z o Q J M d 0 z 0 o W Il T C!J Y fC3 W D• 00 C� wC) N c E w. U 00 ,,, 8 all x U o c = • ®Q 01 �m N y o N o w Z P ��� sLIE W Ll L�l � all, r 't a. ov ' o C::o 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. oto w M co m2 p S Zz Q QE o E a O ¢ N Za _° 0.o¢ O E N L¢p d00 coo aZ �w Wg c) - c y U Nm of 2 a� N - < <W Z CL 0� W ,.�- 1 a0 N ,Zj, W �O Z. w � 0D � a 0 D � < z o U „S c O 0 .L > M L i N •- s- CD �1 0 Q C N N T O N 00 LCi 00 N= LO N N r ai r r N C)N i1 o Z t0 z E c a E c°�0 ¢ Co°i c JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U-, . \ w 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & LLI4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 21NCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8' 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8"gap —� FILL CELL STD. 90° HOOK BOND BEAM cn w ¢ STD. 90° CONT. #5 BAOR > HOOK I I�7L � BAR 7 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION �U_) INT. BRIG. WALL N.T.S. 118"min. } Small gap 2" min. 2" max 4 max. Clinch nai when possible Q Is 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 Z" 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 y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b 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 require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 1.10'-0" at bearing. TANK -LESS W/H H C G O 0 0 5'-0" STUB -OUT FOR 1'-0" o o LO GAS METER 0 o Z. 0 O ~O i;V = • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-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. 6'4' (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 9 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1l2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 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 SIMPSC w/ (22) NAILS T 5/8"D THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 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 W N.T.S. Provide adequate bearing Use 10dx3 nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BAG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " `` " " ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Joist or drill flanges mm t dml � I 6A 1�" ROUND HOLE MAY 6 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER 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 V-0'" 1'A V-2" V-2" V-3" 1'-3" V-7" 1'-1 k" 2'-4" 2'-9" 3'-2" 3!-7- Any 16" joist 12 V-0'" 1'-1" 1'-2" V-2" 1'-3" 1' 9" 2'-4" 2'-11" 3'-7" 4'-2'" 4'-9" 5'-4" Span (ft) 16 V-0" V-1" V-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4`-9" 5'-7" 6'4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10'" 5'-11" 6'-11" 7'-11" 8' _ 24 V-0" 1'-1" 1'-2" 1'4' 2'-5" 3'-7" 4'-9" 5' 40" T-2° 8'�" 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 %" 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) : rl I I—j1 I —I 11-11 (— Nail with 10-10d nails. TI - -� Install tight to top flange. SLEEVE THRU STEM d " • e SEE PLAN FOR °. 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE .a r—REINF. SEE PLAN i ZL 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 ° ° s° (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 a :III=III I IIIt II�. a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND.. A TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE v a d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE aa. ' d a o ° 4 a Q G a .Q T SEE FND. PLN. SIZE & REINF. L 0 n (D o z 0 o z J ME3M N z v ( o U% Y o Q W N c £ �Ln N U w� �f2 o g map di U I ° I c U) ¢ o m Q20 i44 m N z W MM�z9 u. 2 ' M uz w C W " Z PQ 6.� �'` 4 "d V Fw iY C_ . .... To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, ti o cfl � w Mz � J u- !✓ U w� � Zo zL oa CU _ U aF O� O E N z ¢a a z Ww L C _ 6 ❑ O Y U m ? o 0'. Z N m W� Q z N 3:o� o� go az N w W V 0 o a¢ Wo O FIB °za ti o3 c O 0 M ^L1 W > N •� T i� C) aY o N r1 L.L m 04 O Nt N ■ ~ T L0 00 T m i, 0 z Z C: E o E =' m ELU Q p JOB NO : 19-5899 SCALE : AS NOTED SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (-_ VARIES / INS 5/8" OR 1/2" HIGH-- 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 I INSULATION PER ' CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-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 E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `I UNDERLAYMENT FOR ROOF CHAIRS (TYP.)4111- WWF OR FIBERMESH PITCH > 4:12 , ° (2) LAYERS TYPE I OR TYPE II T° (#15 OR #30) UNDERLAYMENT 11 I —I I I I =I I m ° I1=1 I M I1=11 I- o � Tim TI 1=ITI � p ' ' '� FOR ROOF PITCH 4.12 OR LESS.RIPRE ENGINEERED WOOD I L11 I _ — TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -III i l �1 I I=1 I I=T 11 III=1 I TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG /NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION _SN1 SCALE:3/4"=1'-0° S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. [ALUMINUM DRIP GE UMINUM FASCIA N 0 SUB FASCIA SEE SOFFIT �r �r L. , k V 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5!8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X M EACH END (WHEN PARALLEL) ABOVE] SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. Wi 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB &BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. Wi 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE COIF ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 q a 4 a A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH q - °- �31/2" MIN. ' �3 1/2"MIN. I q a a ° 4 ELEV. 4-3 1/2" Z ' A.F.F. p °. a e a 2x4 CONT:--/ p — — I 1 / „ '---1���777 j� , ° q a q a ! q - ° O D °p ° I— �; 1/2"(min 4' Z 4 ° / ° _ _ "';3 1/2 (min.)- 4' ITt_I I I- Q la a °. Q ° N 31/2"(min. - 4"=1 1 ° r' III=III 31/2"(min.) - GARAGE DEPTH VARIES _ —III —) 1=1 -1 I r _I 11=1 I I 11=1 I—III-1 I I III —I I i i'' =1 I_I=TlI I ITI=T TI 1=1 f I III —III a a 4 =' Will #5 CONT. I I —If I —I rfT 2 #5 CONT. ■I Ii l l l 1; "I,� 11 Illy O 4 1'-4 8 O 4 8 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C SCALE: 3/4'-_1-0 S3 "SHEAR WALL" SCALE: 3/4"=V4. �'S3 SCALE: 3/4"=V-0" S3 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. coy'' • �.'I PCS' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M �MJo s �N SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: BLOC16" KNOCKOUTK W/ 1#5 CONT. BLOC 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 G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ C.M.U. TYPICAL BOLT INFO. b/8"x6" "J" BOLTS BOLT ° ■ „ " ■o x 10 J BOLT @ 24' O/C W/ 2 X 3/16 „ 3RD LAYER 1/$ THICK. K.O. BLOCK (10) tOd NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL PLATE 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP (24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM1. w/ (10)10d NAILS FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS 0 IL . D. FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi U =j ° 1x2 PT WD FURRING @ 24" O.C. J ` ` GRADE �, o ° z #3 & #4 LAP SPLICE a m ° .p [GRADE 60 MIN. 4= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° —1 I u. FINISH GRADE 25" MIN. LAP [30"MIN. LAP] g II I I I I I-1 P —III= —II - "'�—I III— ° CELLS (SEE FOOTING MONO SHOWN __ U.N.O. o °� ° oo p , ° oo "' ,� FOUNDATION PLAN FOR CLARITY _ _ 6 MIL VAPOR BARRIER i I I I I ° I=III=I_I=III=_ - R 1 7/8" `� = I I1= ° I— I I —I �In_ #5 REINFORCING BAR —� I I FOR LOCATIONS} p o ° I=III=I I(=III=1 I(=1((=I C,I z f (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 �I ICD �I I I>iTl 111=III—� r 1x4 P.T. BASE NAILER ° III=III=III=III=III-1 { I- z ( ' — —� I I I I I I 1 #5 LAP SPLICE (2) #5 CONT. =111=III=11I,,, I1-1I 4"x4" INSPECTION D ° =I I I —I I I=I I I III=) I I=I ) I • I( LI I== rl ON 3" CHAIRS T T PORT AT EACH NOTE: g III III I—III—III=III= N ° . I I -II I I 1=1 I 1 7T 36" MIN. LAP [36" MIN. LAP] $" 1' 4" g" 3114 BASEBOARD *FOR BEARING WALL t- COMP. SOIL. (COMPACTED TO —11 ° _ _ (TYP.) FILLED CELL TYPICAL =11( III —III=) I =III o i — 1I- W/UPLIFT ONLY _ _ _ — _ — — — 9510 MODIFIED PROCTOR ASTM ( I I III=III=I I � I ��=I (LEI 10" MIN. 2500 PSI CONIC. SLAB _ _ — I— IT T=1I I=I I I I 1=�T= MIN PSI MAYVARYPER � AT GARAGE CONTRACTOR I LI II II II IIIIII II I II II I II I II I li IILII I {I II I II I II 111 {I II II II II I II II I I ,III D1557) 4„ { i tt 4 11—� #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =111;III III II TI ►-TI-III- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT K"G� W1,4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-Q" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB INFORMATION. 00 r ° °D I tMh g 6x6W1.4xW1.4 ° OP 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR T , I I =- z r min.) 4" BARRIER �t C 6 (� a A _ C • • C4 _ GRADE COMP. SOIL. I I - • (COMPACTED TO 95% i l l l MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. #5 REBAR CONT. ON 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.O CHAIRS TYP. 4„ V-8DETAIL" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �,!3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS RECESS _, z M 2 —III 111=1 11=T1 I .. :... •-I I I- - M. IM N — _ 4 �.a.�. •< �::�'' fT T 19-1 I SEE A/S3 OR J/S6 1, I I , , , 111 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. S3 ADDITIONAL INFORMATION. . C _ 'rl I—� jTr— I 1—I _ (1) #5 REBAR w/ OPT. ' I—ITI=111=TTT 11= I = I = I=SCREEN_ ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d 04 ' T r- M ._,,—I �I I F �I I-I�TI,= Q. T__—_I-I � ' �"• III —III :. , ... 4„ 1r -, I I-1TI SEE A/S3 0R J/S6 -1 11 I II-M FOR 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. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOF' VARIES C .. C 1A14 A . 1A14 A FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) P.T. 2x 1/2" GYP, BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0h.1 CD CONT. BEAD SEALANT INTERIOR a a -31 /2„ � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C M 6 MIL VAPOR BARRIER — — ' 11 I I-- iI I ={ I I= I , I i —III—I I _i I —III —III I I I ;III„ III „I11 111—II' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ^; TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN00— — (2) HTS20 FOR STRUCTURAL BEAM SIZE & N CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING w! =I I , ,I I III=1 I -I I , ,�1' MIN 7/16" O.S,B. SHEATHING SEE A/S3/J/S6 q1i—" 8" z ATTACHED PER NAILING FOR REINF. INFO. W 0 SCHEDULE OPTION #1 = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J W ABU66 SLAB STEP & RECESS S.G.D.��M Cn SCALE:3/4"=1'-0" S3 ZX STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN cth CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADE a E M FILLED SOLID (SEE PLAN FOR ag 6 x 6 W1.4 x W1.4 c� SIZE AND REINFORCEMENT) Uj 0 -) I III ° ' ° ° • I=III III=III=I' WWF OR FIBERMESH 0 w o II LI II II III III IIIIIIII z a ° ° BRICK PAVERS or SLAB PER LU p o `n = III— • 4 s a• _ --- _ z Q a — — ° COMMUNITY SPECS `L _ —_ g I; — 0-0 FIN.FLR.n I�— —III—III—III—III II III III_FOOTING -III=1 III III III III —III —III III—III=III- 0 —IIII I IIIIITIIIi II I -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE ° SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ..° NC.PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMINGrCD12� PATIO COLUMN FTG. DETAILrN SCALE: 3/4"= 1'4' SCALE: N.T.S. S3 r� Q cif N O o z Q _ r 0 N � � --J Y f6 Lij o ® a •V Q eU 4 cn c!:� E � o � c) LU T E _ 0 8 q'.. �I . z Q ;gym IS U)zz IS M M �G aN��oo f w w U z a LLU W V Q�z;; :9A Z 10 fey® �t1x LLt7� I .6u� ��•�•• 0 Of a� via z �0'.,`�� i•. Cj`� 'Y O F E SS���t tdt,ItttEt'<�� 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 Bth 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 Z M z Z Q LL af E ® wo o 0 Z Q N zo 5� oa _° o� O E C\Ir0 ao a az J z Y m� o 0 , ZF >Z � w Zo Q U O LL <� J U a N z �� o O d zIa a a, 3: = O0 > cy) ^L1 \W •' r C:) � 0 Y Aa 00 N � Q � N00 ■� r r 00 N 2 CN V_ N T �— m T r tV 3 I� o z m z O N c a ci _j Q n ° JOB NO: 19-5899 SCALE : AS NOTED SHEET NC. S3 3 m N 0 0 rn C" .LO I rn a 00 00 N 's N 0 0 M 00 u7 I -v i 3 4 0 i v a E ~yy Q� E co 0 co LZ 0 E U i 0 U J t rn 0 M oo 0 0 0 0 0 w 0 0 12 \ SEE ELEV. �nP) SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SC OFF C P 3" DIA DOUBLE 2x TOP PLATE —� REW A ( .) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONE MIN. EXTENSION FROM LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL 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 EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN ?x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 WI(10) 10d 11 NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rFR TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T,S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 a a d g. STD. 9THOOK 8' LINTEL BEAM W/ (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J _ < w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d 8 e a Q SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFA �Ow �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 FOP a ;ARAGE IOOR LJ\JVrI 1 Flin r\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE. N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) 1 (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"x10" 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 OR SIMPSON HTT4 TYP, Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. LiJ TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) SEE ELEV. 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 318" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMf�SON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LOU O/C FIELD z a 2x TOP PLATE Cl) V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD I SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 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. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- -Mt— — ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE �_OVERLAPPING / 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 1 . ' 4SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TOT P 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. A F= 2240 LBS 't SIMPSON Q SIMPSON SP4 SP2I NJ P.T. ATE SIMPSON SP4 —t TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING BEARING WOOD FRAME WALL j A, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (36109 SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w! (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)114" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4"' x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) _— • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON--- MAX @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE In =2X8BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K�R� SCALE: N.T.S. L r ED z N o z o J M d N M z 0 w o in® a O W ° U) C E U C° Uj f-- 2 E 8 u ...,.... = U o c CO = ° Offi N N SINS t, z Z 44 �§ o0 N LL. pVl� a iiwCkLU UL fill �0 Z Y WL 8 °d +rye , Cto `•.• E .t 7 ek ���'��✓r �� l 0 F E S 5 �Z��p7i'FlrflEftlttl��"�t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0! r__ CD CJ i 0 w Z Z Q �- I? E w� >m CU O E O¢ 0. p oa U U 0W a z ¢o ,_ - M0 C Y U "m m2 O Z N cn J >z a ° 0< � aW g z gz a cn W �o w 1_ =� mi o co w 0¢ >° a 003 CD0 E2 co ^L, W T C) L.L C) V.-. U N n _o CD o CF) N00 p� T LO 00 N O = CV w N T r ui m r r N 3 o z z OQ Co E •, E �o CIS v a o JOB NO : 19-5899 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR : FIRST FOUR SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA. OUTLOOKER 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SPA FOR 2x8 WALL) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OF SHEATHING TYPICAL OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W! (3) 10d "L" BRACE TO EXTEND @ 8'-0" 0/C. EXTEND AT LEAST 90 /o 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 rniz 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/10dNAILS@6"OC AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" 4"MAX. O.C. (OPTIONAL -SEE TOP CORD BLOCKING FOR 72x4 ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT EN APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2 RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2} 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 T ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" 4" O/C SPACED WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4)4r @ 2x6' P.T. SILL �� �� ROWS OF TRUSSES FROM 2x4 T ON TOP OF PANEL 10dx3" 4" O/C INSTALLED PER MANUF. NOTCH L BRACE HERE SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 48" O.C. ", „ EA. END TYP. TOP & BLOCKING, FASTEN WITH 5/8 x 10 'J BOLT @ 48 O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4)1/4"x3" ' MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w! (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 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 STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H1OA w/ (18)10d BACKNAIL W/ (2)16d NAILS x 1 12" AT EA. REFER TO DETAIL J N N SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR X-BRACING, AND TOP M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° °O SHEATHING DETAIL Ill. ' 1/ 2"x4" CROSS BRACE 24" WOOD TRUSSES00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- -- TRUSS SPANS • ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST ROWS OF (2)16d NAILS SIMPSON HGAMIOKTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS - - OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS - TRUSSEE S FROM EA. • W/ O/C w/ (2)16d D 0.148", L 3" OR EQUAL ( ) D 0.207", L = 41/2" OR EQUAL ( ) (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SCREWS 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 TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 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 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION Ur I nr- Lmo I LmimimH I iuim MQ OFIUMv rvrs o-rL r) BLOCKING, FASTEN WITH L— ZX4 bLUUKINU W/ " EXT. WALL CONN . 3) EACH 30d COMMON NAIL MAY BE REPLACED WI (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 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)1 Od PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 47 WOOD TRUSSES OCATIONS) j 10dx3" O/C @ 7 x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 12' MAK JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W! 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 SCALE: N.T.S. f all ° ° • [ F ` II'. ° 11 ]I - \ ° , 1� 11 ` • II ° - I� ° ° I ° • • °II -II . • ° II % • II° \-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 M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3A" BOND BEAM TITEN TO CMU MASONRY WALL 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 s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0!C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. I111�1 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.(� NON -LOAD BEARING LOCATIOf� (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ZJIMrJUN JF'1 W/ (Le) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 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 /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 SCISSOR TRUSS 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 ® a Ll z N a o zE3 J h d O M C� z 10 N (D o C--1 Y �w o a o U _ O `: u, F- N c o � U Co wig LMLJ g o ! e� Q m i 4m N N ♦� OO Ol ,p N '.■ LL o Z 11A. .�,. a LULU -* o©_sue LU C ;0- D. e � _a ti F „ ` N O:F 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 J z� o Z g U- Q E U z o W O z Z Q N Z oa Co t_ 0. o O X V �¢ as U p U o< &z N � <o ¢o a �w i (6 N Z U .2 m� O Oz Z N F < W zZ W ino C-)Q LLLL ao go a mw �- oLL o ao co o. Z�¢ o� U C O 0 .N > ('7 ^L, W � N •� T 0 �1 0 Q C N /I\ m N I� N • r M N � C)W = N rn -- r E LO r r N 0 n o z caa z c U; E 0 a = d U J Q � J JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. S5 Elm 3 v v N 0 0 00 O) I rn a N 0 J 0 LO Cn v v i 0 m N 0 0 a E 12 49 0 m Li Lo U v c U i U 0 a 0 0 J LZ rn N :3 0 0 0- 0 0 W CD m 0 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE If (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905r INSULATION - 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 JV NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 0 rn 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 UI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d W COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA 5 1000 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 ER PLAN 0 OR FELT PAPER FOR MOISTURE ° e BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY d °.•. °' rA a a �° 6x6 W1.4xV I =1 I I—III=1 ICI= I I '• WWF OR FIBERMESH r1I-1�� II! III/'OR °. STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U_ U 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w13 a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4"to 6" BELOW GRADE =1NISH GRADE 00 ; I I (=T' \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR —' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V4 TYP 2-STORY WALL SECTION ,1 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E 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 O° SEE FRAMING WEEP SCREED C:)z f PLAN . ' • INSTALLED PER MANUF. 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)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1' ' ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0° S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION r— B,U.C. (8) 1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.: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)1Od 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 A WWF OR FIBERMESH T. d . .° °. a. ' . . 4 ° _ I I IF I �" . • irtl ITT 1 —8' ���I ' 81 I ICI I I �SET CHAT RANCEM N. INTERIOR 2-STORY FRAME SECTION r"�s SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION, B 15/32" OSB EXPOSURE SHEATHING D E NG AS ED PER N X-X IF LL SHEET C G FLOOR SYST M PROVID BLOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE r BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x ti C BLOCKING @ ALL C SHEATHING 0 OPENING EDGES (SEE SECTION X- aU al x E F 2x STUDS w BEYOND. SEE PLAN o Eli LLI 0 I U) 1 �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Ierer r rr r%/n-ri^kl nrnr+nnRA 4 FT. 4 FT. 0 O O Q 2 5 FT. 4 FT. O O Q 5 FT. 4 FT. Q O O 4 FT. 4 FT. Q O O Q 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o w J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a 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 C7 Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO = SHANK NAILS) Lu NOTE: rn ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD �- 0 g 0 LL (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 J W } ¢ r O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH �r00u) F 0 U3 Co PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO z � w .M LL STUD AND OR BLOCKING AT ALL EDGES. cN LU u- = A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING 3/4" S 1/2' / 141 S S 1/2" ® 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 O NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. Wl8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (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 AI ( )8dN LS@3 O.C. STAGGERED C WALL SHEATHING INSTALL. VFRTu AI eI�KIN S6 & NAILING SCHED. SECTIONX-X r2yZ SFF'OGgN� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH AI FACE OR 3-ROWS 12d NAILS IC FOR 2x CRIPPLES @STGERED 2'x10'GOR GRETER12"OHEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ri (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ $" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE pFN��R�0, SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d A: .:a N4 , 4-.4' 4_ a ... 6 9 a. �III,III II IN I Me HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON T-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9.16 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE 1—I 1 03 ;IIII. I 91� 1 (3) # 5 REBAR ON 3" CHAIR 1 4" j V-8" W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 18T FLR, SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. S6 O .�l ❑-'��' l�J 0 0 co o z (D Q d N J Pi M M z B Q) _�MW 1 r' C-0 Y R5 w o O LU 11M C o �M 2 o r � m rn T E O u.20 I =., w Q m m p H N Z W zA y YA v o �� H• r r as i E 1 I"ES 3ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rl- Q0 w Cl) M i o Z O0 EE E wZ. ZO 0® oa CU H- XO Do C:)E N 4) as ao ¢p 4o °orx aZ w L (n C C 1= O Y � mo m. o O zr >z U) J a o a zo Z g a rnw o � Y � � ao c Q 0 .N L CN ■' r C) .-� O Q C N ca N T I� 000 CV ■ T LO 00 N = N 0) N T ,— ui Z T T CV h 0 z cEo z O N E E @ c d U _j Q p JOB NO : 19-5899 SCALE : AS NOTED SHEET NO. S6 SCALE: i,. = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \0" MALL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" �� AND Z" 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 C 2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/a' X AND NATOD HEDFTO TRIH GLUE FOR STRAP2x4 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/ I" X \ NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. / /I EW it /\ it SCALE: 1" = V-0" SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER i E 7 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/(14) 1pd x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK — MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ i NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS �7 J SCALE: 1" = 1'-0" SECTION VIEW "Ell SCALE: 1" = V-0" `f-2x8 SYP DRYWALL STOP MUST 1x4/NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: J" = 1'-0" -3/4 PLYWC ON DECK \-2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN G. I SECTION VIEW IIC11 \ SCALE: 1" = 1'-0" TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP N -2x8 SYP DRYWALL STOP r MUST NOT TOUCH STRINGERS G —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT, SECTION VIEW "G11 SCALE: 1 1'-0" f SECTION VIEW SCALE: 1" = 1'-0" CONN. TO OF NEWEL PER CONT F] PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 1IX17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW :L POST LET ;LOCK IDE <I NG 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" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H11 SCALE: 1" = 1'-0" Q n � N O I O O 2 Q v J M � N M U) W o u O }� J V W O Q Q .0 � � o U C° �- T E UsO y N 0 u N N 2� 0 Z W Im�r W Q `jb�= tizzy p y yay Z 0 'r =�V tea. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— C W z CO M U- Q E Q m O 00 4 g 6N 2® oa � CN a W zo Q OQ w W �J w L Ry C z0 . m 6 z Z� >Z co J v <� zz g° 8a a Z CIF V za a °3 c� 0 .N > M ^L` W N ■— r r1 C) Q Y U N CIL � m N T r o a) N LO■ 00 N= O N rn N r ai LO T T- N CD o c E ai c cc a U JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. ST 3 v N 0 0 O CO L0 L0 I rn a 00 N d CV g J C" 00 LO t a� v x Q d1 O i a E E v J N Lz E U E 0 vl a i a 0 J W L� N t2 oo ..U-° a 0 rn 0 v 0 w m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT __ TO PRODUCT APPROVAL FOR CONN. MAX PROPER INSTALLATION 8„ DO NOT DO THIS. ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN.ATTACHED 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED WALL SHEATHING TO 2X 4" 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2° FURRING (TYP REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON 16" O.C. & 4" STAGGERED @ 16' @ 2X8 BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS 1-1 /2 DETAIL O 3 �� DETAIL FILL SOLID 1. ` STD. 90^ (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O,C. BOTH CELLS 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 EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT DIST, APPROVAL FOR CONN. 2x8 P.T. w/ (2} ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO�42-,'EDGE x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — -� TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2„ NOTC FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL ±5A NOTCH WEB AT THE FIRST 2 COURSESFILLED TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION ("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 UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. ( A -A -1610 #FOR 2 STRAPS 610 :: ' ; FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4 MAX 2'-0" �•' � SOLID W/GROUT 1r 1 PLY PRE-ENGINEERED TRUSS it 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK F Z8" SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS '. 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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 BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ' • ! ' • '•,�'' � '� •' •« • (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERHAN �' ` ' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL : .; ,:• '' ' .•.' CONNECT W/ Sd NAILS BRACE/BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 314" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / X O(2) 10d NAILS @ 8" O.C. (f ARCH DETAIL-Yj 4 MAX. RAID. USE (1) SIMPSON 112 HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + (F + "pry 11-011 6-O° �J SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT !4 MAX 2'-0" 8" TRUSS + SOFFIT p p A p #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p 9 10" a CENTERED W/ g BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . e p ° °� IN TOP b 1 X 4 FURRING 8d NAILS EACH TRUSS o Ig . KNOCKOUT / c14 — o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 8 DIAG. BRACE BTWN,,, 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR . ' MONO FOOTING D .-0 PROVIDE x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° _ AND SECTION DETAILS BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 p 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL p ° DIRT ° Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN 7 LINTEL STANDARD CDPRECAST ° SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 907 HOOK iv #5 BAR IN I 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 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ^= ,• \ o ^- • 8 � �- ,• o � �- , 4 r- ,. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M 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" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" 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 STUDS & - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS L 5/$" DIA. ALL THREAD ROD O "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 SIMPSON a o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER COVER 6�_0�� F.F. N. EPDXY MIN. 6" EMBEDMENT & ` � „ � g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3 MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE (I °. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p o } n��' w a A REINFORCING AS FOLLOWS: * SEALANT T ) I —I I �I I�,= T `U- a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, o o I I I I g ►- P REINFORCING PRESS ANEL TO PLACE. IN P C - n 6 MIN. LAP SPLICE W/ L - � D — o II #5x6 EMBEDDED INTO 0 Z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL IT I I Q = FILLED CELL SMOOTH. DO NO FURROW. p.° ` �„ DRILL 3/4"x5" MIN. HOLE PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT F C B Q FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP — I - o T� GRADE p A' \ SET BAR IN EPDXY fi G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M \ REMAIN FREE OF MORTAR. NOTE: z `. H) -010 STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 0 t,: • ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° , �,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. 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 rnr O f z N O z o_ o M V) z W � � a LL 4 V% Y cL3 W o o .O Vj c E �N ZD 2 o � U Co W � �- WT E o 8 = z® CO 0 0 �m m N b `/q�� corn y,g d t t Iwo �,e 1, �' C, c, GtF,d�' w N � NI a a . LUCk m h Q . LL I G.3, �el, e S `x r , 0 Ya ip �p�•�ty■t6T3 O, u �1 `�E 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` M m � o w Z a LL- E = o uj ,m z® E _� N O E w� X U o< az U O .0 < gZ o L �O QZ a �w mO W C: u, J Y �� <m M � ZH >z < zw z f/) a 3 Q � Q� 0 ZZ g° a nw V wLL < oLL C:) O JW �� a Ova �} z¢ �O a >M ^L, W ■> IT— C:) C N ^Q^ m N i— I� O O �1• V �N T 00 N C:)L0 = N °' N LO T C T r D N ^ 0 o Z z E N a U Q p JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. SS 4'� CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. 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. Cg 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) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� ----/—WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS K (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) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT AL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS F SPFTETOP BOTTOM CHORD PLA SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. 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 PLATE BELOW o � MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE r 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 INFf HIP G.T (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) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 1043_ AIT11 BEAM aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT �$ SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN L. FOR CANT. -7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN d°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2`� SCALE:NTS EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 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 SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOFrg SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/--/ L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LU524-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS & SECTIONS 0 a V M � z hl O O o z ,Q J M d N M U) z Nn' V 'W y� r C� d (aQ)U')Wo o Q � LU c e 0. � � o U M MIN�- 2 E 8 S o U) ¢ 0 ® 0 � m N N p D N � z o d Z F— 90 rrr�,� w rw W o N i i0i'l, .4 6.• OM e,� �• 00 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 Cfl J w z _! � E C z o zo os z a g ym �k Z® 0¢ CB t ¢p X U U0O O on _ O E o Q ap <o 0 oQ a z WJ -�w no c =mo Y U z QJ rn J m a Q W z z g ° Q c;o o< LL a z �w a O � o� ZI6 o� U �co 0 ^L W > N ■— r O O / 32 0 N _O m N oo O N ._ r Ln 00 � o N T r ai M r T N n o Z z E O f E a c0 Q o JOB NO : 19-5899 SCALE : AS NOTED SHEET NO. D1 3 -°v N 0 CD Y � M aL0 I T3 Q N iv v N g J m I a� w o� Q 0 a d E 0 L v i ayi tZ E2 V 0 0 UI 0 v J 0 M W 0 0 0 0 0 W (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 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. MASONRY WALL CONNECTION. SHEATHING O 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W TOP B OOCKING INFOSEE ® PLAN FOR CONK. W/ 2 O 12d TO NAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE A 2x4 #2 BLOCKING O 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 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 1/2" CLIP IS TO BE INSTALLED MIN °; CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK AT EA. END —HEADER SE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLACK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA, (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO 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 CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 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 A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD CONNECTION IF NOTCHED AT HEADER LOCATION 2) 2x8 OR 2) 2x6 TOP (( 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS B� CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o°o o°oo°oo°o OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER A TOP PLATES LENGTH ON STUDS W/ (11} 10d (1) SIMPSON LSTA30 w/ (22) 10d CLIPS) NAIL BACK LEG OF CIPPLE TO (2) TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) 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 wi SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. O (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. 10dx 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED O O ( B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP ° (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE LA g O INTERIOR HEADER 2 x 4 #2 SPF STUDS TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE O SIMPSON MSTAM36 W/ 7 O 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2 x CRIPPLES @ 16 O.C. w/ " D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS a o TOP AND SIMPSON SP1 w/ 10 10d ( ) NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • _ •' `° *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY 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 wl ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR ONLY. HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 EXTERIOR 2 STORY WALLS SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. a� GIRDER (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. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL 24" O.C. ) @ PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE 2 2x HEADER SEE PLAN O SIMPSON LS30 w/ (6)10d x 1 *FOR 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS DOUBLE 2x4 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. Nt4 W/ (2) 12d TOENAILS T/B THEN DAWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. O O 3�� 0/ F 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. 'OI,gT Np F 2.1 2x STUDS @ 16' O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x � � 8' T TOP SPLICE MAN OA (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 OPENING NAILED TO STUD 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 ° 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). ° 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 SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS aB e W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. 0 AGAINST 2x8 01 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. L, z N O C oE3_ M R! `VW oa • ® Q O LU cn E � � o v m w !— E E 0 3 :... t zv (-) o °J ° 0 k�m N N zO �.. c W aW W a6 m LLLU Z 'Erg r� �� �•�M C• p1 C� CA 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 M 2 o S z c6 E o W o >� < N z® 0 >= 0 C6 XU no W a U0 =O O N ¢ o Q OQ w W x L (n C ❑ ZZZZ oy y m n o O� co N J co N m �� ¢ o�¢ Q W �z z z go C"_ A U 0 ¢o a W =r �� w >O o i¢ a �� ° O >M W O C) � N ^ 1 0 N I� T Go 01) N C 00 LO 00 CV T N � N r � T z r T N ' O 4i ~ o Z O a c0 ¢ o JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. D2 c�i n r io WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE 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: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW ru,�nrrv� ru-��nu��a SELF -ADHERED FLASHING DECK JOIST NOT USED V WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING E AM �O O WEATHER RESISTIVE BARRIER L�ZiZ�I:>t Zillle]Il[+7J��1(•►Lei 3/4"-1" 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER C©� SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING r STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE III r� 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 NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -, r0A a SOFFIT/CANTILEVER RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB I. BOND BREAK WRB ,_-SFLATH STOP - - A OUS BACKER ROD JT TIOUS 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 GaIv. 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 #Oin 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 comer 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 i� Q 0 FLJ� z � o � o Q z " a 'ICJ M d N cn c V, z m ^, o 0 � Y W 0 O •0 } QQ W cn La, E Wa U 0° � w'.... l E O ` = x U � y • U) �m N N p� t0 v�1 N H o Z a� w z Z W S�� Z U)to W �W a Z C U, o - ��¢ C N O 40 U) :2 UM Z N � W Q tea" o Cn 0 N 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 Engineers signature and seal. C:,w CD M o z Lce EE o zo woa � Z Z® oa _�a �Q 00 O o Z Zd O E CZ)�z N g o CCo p az 1rZ2 wm w 1 • rp C ¢ 0 Y U 0 o O z Zym 8j5_ J a tl QW 2 cn a� 3 ~oo a Z z g o a 3 LL a o a N F :E 00 mE ¢ �3 Ir0 O a d ZI U 3 �O 0 .N >co ^L, \W ■'110 t- �\ Y N /C1 O m 1 ` W N T O ■LO N= I'll C:)00 rn T N N r ui CD r CV o M � O �; n Z Z E O42) E 0- 0 'a Ca JOB NO: 19-5899 SCALE : AS NOTED SHEET NO. WP U U) Ca +.. U QZ7 . • � � (� C e a � O O `� March 20, 2018 VJ O C0 T Re: Wood Construction Connector Compliance for 2015 International Codes & 2077 Florida Codes . CA O O L To Whom It May Concern: (� Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that I--- �� 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 D1761 Test Method fcr 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 Sirrilar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 [-Codes. As soon as the updated evaluation reports ate 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 m update their wood connector evaluation reports, we recommend that building departments under the 2016 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/3=018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www,stronabe.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely; SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch Page 1 ofl Simpson Strong -Tie Compa.ry Inc. 3227 Counhy Lane McKinney, TX 75889 Phone: 912.542.9328 Fax 972.542.4139 wwwshoneb.com a Z O L O Q }+ 0 L� V! U o0 a- O L� W Q W Z J Z Q J d SHEET N0. PA 1.0 i r� k .. _e: "' i �t �� _, _ - -;x-. �v.+t °4z,-., ir. ....-. C •-..: :YP 5; ;:�: _, '.,".--;..�.3, .,:.,.r...�. ,.� �_.. __.»�Y "ipp" .^ n; .. =� �a:.�^ V�ii'�?�x.`;`� a' +." ., •,ry^z,,�� 5� "::L 'S` .k. 4k:.� ;* £f �,..+ke 5+.�-' xi°'1 r":.. k- :ii %,u` _- _:,-a'"�r 3 > ., ..'`=. A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR•2606 H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 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 FL10856.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT 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 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HllN18 FL17244.8 ESR-3455 HTSt6 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTN30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL8223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.16 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psi ThermaTru Firber•Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0l-67.0 psi ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psi ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/�7.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40:0/-40.0 psf PGT Series 5570 Fi.251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential VvindCode Doors W5 (16X7) FL15279.53 +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 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curves Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 186 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40,0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psi C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS 7amko 151b Felt Underiayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - 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 &Glass Galvanized Steel Storm Panels FL178B9.1 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 FL6527.1 - FL6527.5 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 roduc P P p p ts, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I ore 12M22018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3d 8 12/121201e Florida Departmenttre of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail g. +w r +lanais Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pop.1 d 1 I umle C- tit FU V > /L 2 W O (1 1..` Sadt Entity or Beta 21h Date Pendlne 29ta M anuh turer Enalneer a License Vslldat d By FSC Approval =ygt version c 2gOjggt a Validated Submitted Aonroaed stave code EOp+v_or 12ffii 2ati, Date Pending PJka Tvoe M.l.�lsn ManufaQuror 2ggjggt Engineer&License Validated By v,liaalea Submitted FBC Approval Approved Status FLA111 Be FLOIS2255—PA - Revision 2017 -. _. Seo.a I Thera-Tru Corporation Category: Fodor Doors Subcategory: SvAnging Extedw Doer Assemblies Compnance Method: Evaluden Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Product Model Number Or Nema a. ThereTru Flber-Claslc and Smodh-Ste Rick V.Mghl Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419) 298.1740 PE43409 (813) 767-6555 rtckworwbldgcensuftents. tom Quoin, Asaumnp ProductOucNoflon Contract Exolratton Data Nominal 666*39;8 &quotN—Impact&quot; Opaque 12/312020 Composite Edge Fiberglass Single Dow (InwAngOtwreoact 10/75,2017 07/1242017 Approved for Use Appmvedfor in HVHZ Outalda No 10/182017 12/122017 Use I—t. HYHZ Resistant Yes No Da^Ian Pressure WA Approved Revision 2017 Therma-Tru Corporatlon category; Exterior Doors p Subcategory Swinging Extedw Door Assemblies Compliance Method; Evaluation Report from a Fiodda Registered Architect or a Licensed Florida Professional Engineer 9�d L[gtluat Model. Numbm,Nema 1 a. Therme-Tru Ft ar-Classic and Smooh-Sip Rick Vhight Lyndon F. Schmid, P.E. Ryan J. King, P.E. (419) 298,1740 PE-43409 (e13)767.6555 rtckwowbldgeonsultatcs. com QWARYAs mmee Product D...riotion Comact Expiration Date Nominal 68*39;8 &quotNcn-Impact&quot; Opaque 123MO21 Composite Edge Fiberglass berglass Si gi. Dow (Inwingtowlewirg; X.coMtguration) 12J13/2017 121132017 122120`17 Approved for Use Apomyad forUp ,n HVHZ Outside HVHZ No Yes =312018 Impact Reeletent No Approved Deal,, Pre— WA 22111 Ilse! Y4d� Revision 2017 I1a16726*APmduda"&tZBwPA AW 1 1lhoLdesatrs[ Thera-Tru Corporation Comm: Exterior Doom SubCWpory: Swinging Exterior DowAssemblbe Complanea MMltod: certification Mark cr Lbfbp Predict 7lbMl. Number ar Nam a. &qudCbssloCrM&quoh and &rryOtBenotor aux by The-Tmbquot: mre EI ft W SBatKt Enoarora LJwmo YalipWd By Rick Wright National Acomcglation& Ryan J. Kbg, P.E. (419) 296-1740 Manepwnert Institute (613) 767.8556 dcle-G-bldgeosullonls. con 618 and W Opaque and Glazed Fbergiw Door with 12131=1 and without Sidsaes, kawkV and Outlawing go Io Dift Poncling ypppgg(gg alb PRO Approval 1220017 092112017 Appmyad oar Uaa � No Yam go Approved /2222017 J No WA am a Approved 990 IYg Verslpa Revision 2017 w a t Waufiw W Thermo-Tru corporation Category: Exterior Doom SubCMpoy; alleging ExhdwrDwAmemblies Compibhq Matlled: CedW4uUm Mark or Lbtlng Products e, eqU tSnboBr-Btar&qu Laid 8qud;111endlmark by TMrma-Tru&quoh Entity or fi>?dwt l:mtees[.auLlesm Validated By RKk Wright National Accreditation & Ryan J-King, P.E. (419) 2WI740 Management Institute (813) 767-0555 ddoa®rlobdp0ag08arra, well ale sold &D Opaque and Gazed Fiberglass Door with 12/3/2021 end without, ea SWea. Invading and Outawbg 20 no Malidebd .am,w*d IWO12017 09/212017 Apwpad tbrUp AoarpyaOM "� No 21M FEFADDMVW Apt 12122r2017 UM Yes No ale9s Approved WA • Y�� ^V' T�1 '^ V� v! �e Co•� � J ' ; co V O y..{� O O LL �R � V O }a &}— ♦/t Co O vI fT� VJ L y� '^ O fa V J I TC � ♦ y 4— }a /�'• CIO >6 O L . . f, giro- ru Fer-assle and mod - ar Nominal quot; Opaque 123 2020 No Yea No NZA Composite Edge Fiberglass Single Dow naNin W ;X configuration)A 6 L There-Tru Flber•Clossic and Smooth-Slar Nominal 8&A39;0 &quot'Non-Impact&rpuoti Opaque 12/31/2021 No Yes No. WA Composite Edge Fiberglass Single Dow on 9 I.Thera-Tru Fber-Clesslc and Smooh-Bier Nominal68dg9;6 &qudNonlmpect&quit; Glared 12312020 No Yes No WA Composite Edge Fiberglass Single Dow nsiMn soul (I grout ng; x configuration) ominl G&M;B goIVon-naon) do Single t&goat; Glued 12/392021 No Vas No WA 9 I. Thermo-Tru Fiber -Classic and SmodMSlar Composite Edge Composite Edge Fiberglass Single Door Fiberglass nswin rotswing; X ianfi oration 14 n, Tharo-Tru Flber•CMsslo and Smooth -Sea Nominal 8&N39;0 AquolNon-ImpactAquot; Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow nsyAn soul ; x danfi urallon) 14 n. e o- N - : ss a - e o a an- mpg gruo ;. ace o es. Composite Edge Fiberglass Single Dow (Lnswing/WsWrg: X configuration) Florida Department of Business & Professional Regulation Pepe 1 a, Florida Departrrient of Business & Professional Regulation Papa, d+ Florida Department of Business & Professional Regulation Page+ w+ Florida Department of Business & Professional Regulation Papa, of 1 Building Codes and Standards 116018 Building Codes and Standards Ilmo+e Building Codes and Standards I16018 Building Codes and Standards I/mole Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Salle EWWIor no go Deb Palms- go FLSIU32 .Sege snftor 21k Ik gdLbm a9 to Sdak ErsMcu go 21M Dab Massillon 20 p alaaa 2201 EDtdhcs[ Fite 20 IMtepandm 2dte LM Version ManufwWuc Enalnest.atLiesm VaKdsftd By Yandaw auantuted FOG Actionareall Agarmud Am& Ives Vwslon MonufacWm contact EmhloSLA.Lieam Vegetable By Validated Submitted FO.emmyll Approved Awn MM Mar&sn Manufteallumir contest EnolwiLiesm vtkww By Wildated Awnmd FES.Annrsnl Aogoved aMWt Iyne VaWga 1Manuftectuarr contwt EmI� a.LIOsixot Mogdated.IN velidshad atlantand F&gdmmltY Ammoved $Wit Revision 2017 MI Wtrldam and Doors Brats SBbge, Luis Roberto Lomas; Steven M. Uddh, PE 08113MO17 W112017 MIS2017 101102017 Approved Revision 2017 MI YJMdoxe and Dows Boom snow Luis Roberto Lomas Steven M. Urkh, PE OSM32017 08/11=17 WIS2017 101102017 Approved Reeriabn 2017 MI VModom and Doors Brant 8lanper Luis Roberto Lamm Steven M. IMda, PE 08M32017 08/11/2017 08/16=7 10MOMD17 Approved Revision 2017 MI Whitlows and Doors event siangeer Luis Roberto Lomas Steven M. UrIch, PE 08/132017 08/1 Willi, 0 ISW7 10/102017 Approved Camgorl': EdeMr Doom (717) 35&= PE-625i2 14 (717) 317-8454 Col allay: Exterior Doors (717) 3553300 PE-62614 (717) 3174454 Cabppy: Exterior Doom (717) 3653300 PE-62514 (717) 317.8454 Cehpary: Exterior Doom (717) 386.3500 PE82574 (777) 317.8454 aubCatesory: Sliding Ezteft Door Assemblies bea6npsoQn9yld.gw, SubCetepory: gift Exterior DoorAemmbibs beltlnrprQmiwd.00m Subcategory: sating Exterior DeorAegmblies bs6gngerilimWd.con SubCabpory: Slklbg Exterior Door Assemblies belt3npsuQrr4ad.can Compliance Method: Evaluation Report from a Complbna MaMod: realuatlor, Report from a Compliance Method: Evaluation Report from o Complten0e Method: Evaluation Roped from e Florida Registered Architect or a Uow*W Florida Florida Regbtend Arrhaad ar a Licensed Fbrids Florida Registered Architect or a Licensed Florida Fbrlds Regbbmod Architect or a Licensed Florida Pro/msbnW Erginsr Prohmicnal Ell~ Professional Engineer Probssbnel Engknew FUlId Quality AmrsJhdt9rum Anwovad for Use Jggpg{ Doelian Quafte Assamancee Approved .for Use AewmradrevUse bad Dostail F Quality AsBffim Aborg"d.htlha Approved nor We how oseasma Rf162ffiA4 PealuM Qmdh, Atoomweecia Aggrovad.fee Use Approadadjor Use Will" Detailed Ani Product studet. Number or Name Productomripum CophadElWIMUMOMI 111W gtdalda masbftd proem aw.a Pnxkwt Dncrkdon Contract Explosion Deb IB.lOftii OubIM KVHZ t prmurs asap Prodnref Mod,. NUMarw x■m.product Dean Connell Embolism Date In "Y outside gntstud pressers awl Product MedN.Numblyde productrAndadw Congress EmkiOmDabe In ouwmo!lvtii 1Meldsi6 Pnow 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 92131WIS No Yea No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 1231/2016 No Yes No WA 1 SERIES420ALUMINUMSGD SERIES 420 ALUMINUM SOD OXO 12131=8 No Yes No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGID OX, XO,XX 12/312016 NO Yes No WA 145-W48quotpMllquok XO, XX 958quckx98&quob 1464114itcrac Wilquot NON -REINFORCED 866quogr808gwk NON -REINFORCED Florida DepaMxfit of Business & Professional Regulation Pape 1 Of I Florida Department of Business & Professional Regulation Page, w, Florida Department of Business & Professional Regulation Page I e I Florida Department of Business & Professional Regulation Pape I or i Building Codes and Standards +w2o+a Building Codes and Standards I52o1e Building Codes and Standards 1/5/101e Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F1aSaZiB.4415 290 grow Io gala Dow PWWIM gate 15ai a 220 mnft r 21M gate Dab Psndn 20 L Cc&Miller w 20 21a Date Parsee FLM14M Iuaa version masail wart Contact 9rddmL&:Ll� YalldetedIDL YallOmtl auhMftd FIICAoarsxd Aopn6ed ateae >Sat version WBuhr&lm gtaaest Epaten[&L:dm Vai(dWasdioL Widow Submitted 1mGAppmyal Aas3Bml Ito& mmt VMWM aAnUfad M &Llesm VaadandBy validated submitted F130 APgmW Aow,,d ADM lYea Version NWoukoalntt swteSt valwbde VA]WaWd Sollandled FBQ Approval Asalaysd AWN Revision 2D17 Clopay Booms Products Cwnparry CoMgoay: Exterior Does Marlt Waeledbld IntaMk Testing Services NA, Gary Flashier (513) 77MM bul (513) 519-OM 112gW17 081102017 12105=17 Approved Revbbn 2017 Clopay Butting Products Company Category: Exterior Doom Mark Westerfield Inh rtekToWng Services NA, Gary Pbehbr (513) 7704N)62 I= (513) 51&8588 l l292017 08/102017 12AIN2017 Approved Revision 2017 M! Wbdowm and Down BrentSMngar Luis RabeM Latrms Steven M. Udch, PE 4 17)317A464 061132017 08/112017 0611S2017 10/10=17 Approved Revision 2017 PGT hduswn r4Mpay: Exbrbr Doom Dean Ruwk MLamFOade 8000 -CER Mlami-0ada acco - VAL (941) 100 (786Y 316-259D 121102017 lira 017 12262017 Approved SubCategwy: Sectoor Sectional Exterior DAeaertlb9m mweaderfleldedoWy.am BubCalegory: Seasonal Exterior D—Aseembk a nnvmteflebQcbpay.com SubCatespryl Setting Exladw D= Assemblies bsftgwandad.con S ubCotepory; Sfidkq Elderbr DoorAmwnblhe dmarkQpgllnduetrba.cem Conplbpse Wessel GN6csfion Mark or Ustkg Coropkince Method: Ceddcalbn Mork or, LJesng Compete- M.9mcL E stadou Repodfrom a Owngfarm Method: Certification Mark or Led" a� Florida Reabterod Ardhfted or • Uomesd FIOrWe Engineer FLe2614s29 Produeh Ae wnwltl W Use, hoped DesignPrProfessional Quaft Approved for Apwevadfor Use Lpescs oiler 2291 37 Product Model. Number a Neer 037, 4RST PAN-2F151: , GR F, 73, 76, 8. 42, all. 813 429, SO ST, oes, DOW BRBF, 2R3T, 48, 4$ 65, 48B, 42B, 855, ODES, OOSBY, ORBS, ORSSV, ARSE, ARBSV, product DNWAOUM Contrast Retaliation Codes VAN Pan E11017 gee) Single -Car D (up to 9'0' wide) OSI212028 WINDCODE8e174; VN6 Games Dow Inf!lLtlZ oubme No Hvli Reselabord Yes No proasesrs +30 pSF/�2 PSF AW 53 Product 111lociall. Number ce Iftme 76, Otis F, 6R PAN,2F163: 84A, 94, 88, 428,1500,190,GD S, GD5S , GRS BRSR, SV 42, 55, AR6 V, ESSS, GD53, GDSSV, ORES, OR59V. AR58, AR63V, EDSS, EDSSV product Detestation Corstract Exalrattlatt Data Steel VVI DOODE 01 4; ING Cw (9'2' b 18'0" 06212028 wish) VRNDCODE&af74; WS Gangs Dow In HVHZ outside11YtlZ No Ym ! No p e30 PSF/3g PSF alga 5 pppucamia N. Rumbler a Naorr SERIES 420 ALUMINUM SOD REINFORCED OWkw AsmuOm P�ii-4P�d�PII Conked Z. **van om SERIES 420 ALUMINUM SOD REINFORCED XXX 12312016 AQIa> Sh! A Drz�prSles i out" Nyaz No Yes Most tt No geslon 4C�fIS! WA aes.E 10 ProdwtMod@LNWYbwor&= 300.5670 (Largo MhNb Impact) pnwmpoogdoum Clentivid Exaftlaticon Dab Vinyl 3Ndkg Ghee Daw 04114/t021 InHvHZ otmmb Ym PAM Resistant Yes Vm Ptfespnt WA ED58, EDW 1433quct.X9e8quck O Florida Department of Business & Professional Regulation page 1 of 2 Florida DepartmentBuilding of Business &Professional Regulation Building Codes and Standards Paps+ w+ lIV419 Codes and Standards Product Approval Application Detail v1a 2o1s Florida Department Of Business &Professional Regulation Building Codes and Standards Pep.1 d I rermle Florida Departrrlerit Of Business &Professional Regulation Building Codes and Standards PeP + w I +,snots on Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Wral lypq Var=lo^ M nu/adorer Entity Or CgC(yG Enalneer&Llesnes Validated By QRL4 21klorni Date Panama Validated Syp�LFnC Approval [1,r.Lg Aoor_ovad Staters PLl116774i7 13 .gall Must Ylrshn a l[ft )ice Contact EnslawALIimmess validated By Rik 21h Vapid aWWW Dab pleaded go 1413C AGINOVIA ACta3md atetaa Revblan 2017 MIVvhdottiz.0Doors category: Windows BrentSillinger American Architectural. Steven M.Urlch.,PE (717)365-3300 MmnufactumnAssoclatlon (717)317-8464 12292G17 12/13/2g17 01/08/2018 Approved 996 110 version EnEeLdr VANNud By go go Deb Foresee Vatediftall 3LIbmFBC Approval 21111 Approv4d AMR 21111111 Y![a14n first Enftor contact Eaalmi alkmm VALlabd By gate 20 Wildblood Submitted Datepeaftm gars j Approved $IBNa Revision 2017 CURRIES Division otAADG, Ina Category: Exterior Doors OWIC Dave UL LLC Ted Baser, PE (641) 4942844 (306) 688-4707 11/3012017 10262017 i2WQ017 Approved Subcategory: Single Hung Com pliance. Method: Certification Mark or Listen g bsitlmgerQmlMd.cofn Re�vielm 20f7 Clopay stocks Products Company C=e9oW: Dons Mark Westwood Irdedatc Testing Servbes NA, Gary PDAW (5 3) Ins (513) 51&856e 11292017 GOMO/2017 12/052017 Approved Revision 2017 Copay Building Produce Company Cetepwry:Extedw Door Mork Wss4edlsid InteMle Testing SOMoes NA, Gary Plusher Inc. (513)5148568 11292017 OOIIW 017 12106=17 Approved SUbCa4pory: ExlMo, Dow Components ContpCanea Matlwd: Certification Mark or Listing doeve.dedk@weabloy co .. -. FLP,7 9-R2 Pinduds - .. ` '. _ , -, ` ' _ _ - .. - ' _ ., , . ..- for Use A for Use : ° • • ]—act(?3a1f01 ,. _. SubCatpay: Sectbrml Exterior Door AaeerMllm ComP�e Me#": Certification Mork or LMM mwmtenBetdQdopay.com 8ubCwpgry: Sectional Exterior Door AaeeniWbe Comps Wtludr GrtlPoaOon Mark or Loading mom)770Af162 knaestadeld@)doWY.ounr fg3116374t7 Products Sea i` Produbt Model Number or Name QusIINA surer Product Desedotlon Conlracf 6xolratlon Dats Aowovetl proved Ila= 2gfalde HVH2 Bi e= preaeum. FLi1627adt5 Products - �r���P�� awl product Model. Number W Names QLmft 'd Cordmat Expiration DOW Anoreved for the Approved In HVHZ gWuld,HVHZ for Use lmoact fillsol= DNIM Demure aes.E Product Doedtio, Contract Expiration Deb Alxranovadfcrthe AeorovedM We I,HVHZ law Bassists posame Pmalm awl Quaft Asmusettlegs Approved IN the Approvocift In trim Use ggmj �aDnZ > !+>illion pressure 2 185 SH 52x84 FIn,Flange Frame IG/SG Single Hung 10/092018 No Yes NO +60¢90 1 807, 707, 127, 747. and 647 Single and Pala of Doan Flush, Owed, mid Louvered single said peke of 1231=6 hollow nww down. Yes Yes Yea, WA 86 085 VA-09 PAN-2FI63: 73, 76, 84A, 94, 42, 48, 428, 488, 4RST, BRST, Goss, QM. ARSS, ED6S Steel Pm (hen, 25 ga.) Bfngb-Car (up to 9V wide) 05212029 WINDCODE&f174; We Go" Door No Ym No +38 PSF442 PSF 102 102 NB-16 PAN-2F153: 73. 75, 94A, 94, 42, 48,428, 486, 4RST, eRBT, Goss. GRSS, ARSE, sties Steel Pan (min. 25 gs.) Doubb-Car (9'7 to 167 NMI/228 wkb) YANDCODE8a174; W8 Garago Door No Yea No a37 PSFI.41 PSF O Florida Department of Business^.& Professionalegg aoft Page I of 1 Florida Department of Business & Professional Regulation Building Codes and Standards pap 1 off IW0io Florida Departrirent of Business & Professional Regulation Building Codes and Standards Papa I or I -1=1e Florida Department of Business & Professional Regulation Building Codes and Standards Proa 1 wl anode Building Codes and Standards Product Approval Application Detail 1211212018 � ^W, W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �l IJL1i4 Ve�Ion Manufacturer Enptlts[ Corrtad Enalneer & Lice... XWWALed By P3L4 gate Validated Submitted DetePendino Data FBC Approval A—,cl IgteWa w +l�ua_�e -- w �e�sa riot! type version Manubotu ErsML4[ V Kdlbd By 20gUa v iwmw alb ! 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Udch, PE (717) 386.3900 Manufactures Association V17) 317.8454 12312017 1231/2017 01104=18 Approved Revision 2017 POT Industries Caboamy: Windows Dean Ruwk Miami -Dads SCCO-CER Mla F aft BCCO-VAL (941) 48"100 (786) 3152590 12/202017 1210SM17 12252017 Approved Revision 2017 FGT Indusbbs Category: Wbdows Dean Roark MIam4Dode BCCO-CER MIemHDade BCCO-VAL (941) 486-0100 (rB6) 3152690 12202017 12(082017 12MSM17 Approved Subcategory: Horizontal Slider Compliance Method: Certification Mali or Listing bstimprOnMid.com O BubCetagMy: Fixed C—tallance Warod, CerlAludan Mork or LWQ be8 n"nobicl car l BrebCalsoact : Fbsd CemptlrauMWwd:CettlfiutlanMe* orltetlnp drwrkQpgtinduatrba.oan Convillsgary: Single Hung CanpPanu lAghad: Grtlflcatlon Markwlkthg OruarkQpgtlrdusUbs.ceon- FLak163814t6PmduQa �. -.. ;..._ �^ '. � -.. .. ».. — Seai� Product Model. Number orName Qu IINA surance Product Description Contract Exelntian Data Approved for Use A oroyadfor In HVHZ Outside Use Imoact HVHZ Resistant Dealer P..... um 11111191 products Model, Number wNestle Q Product Doselloden Controls Excdmdm Data In1flfLP. know Denim p� affix ProdualtMexW.Munbwan, Nama Quaft Asmunme AsorovildM We Anwavad for Ues In HVHZ oubub HvHZ Imesti lteahters Doom Eoeslaa affix ProtludMadat.Nonle—Na eo QWMP Assurance Pffiuct. Actorgerad for Use Awmadfurllaa 1, HVHZ J9Q>Z tagas Peskiest gssmu tVllwre 1 HS 188 Fln and Flange Frame 73x62 Instated Glass 02l162019 No Yes W 166/-55 co 1 185 PW 73x 72 Insulated Glatt 01l03/2018 No Yes No +8WB0 9 PW-8= (Large Mham Impact Vinyl Food Widow 0430r= Yes Ym Yea WA 7 SH-5500 (Large Mink Impact) vir yl Single Hung Weed- 07r4G= Ym Ym Ym WA U) �S O L V) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pap, w I I16=1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. I d I Ier2ble Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicalion Destali Page t d I 1/=Is Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d I I/ano,e F "11363.1193 FJ.aR61#11 Fu1a192,R6 W cede IYaa VersMn Review 2017 YesIdmHK Thera-Tm Corporation Category: Exterior Doom SubCabpoey: Swinging Exlallor DporAssemblies Entity W Comeact Emloser alicem VaIIMbdBy Rick Wright Lyndon F. Sdonldk P.E Ryan J. ling, P.E. (410) 2WI740 PE43409 (813) 7e7-6565 ddo amebidgcpnu6mb. gate 21h Whimsies awmam 10/7S2017 IGMSM17 DabPeasants gets FOC Appronall AuprMed 1g22FM7 12/122D17 abda Approved Bade Ive11 vsrsten R-Wcan 2017 Manuhictuw MI Wbdays and Doom Cabgwy: Windows SuhCatepory: Mullions 1tiLlb, Or con"a Eonaveser ALlesm VwMwdaN slant Skanger Lis R Lonnie, PE Sbvm M Urbh, PE (717) 385 "W PE82614 (717) 317-e454 belNngorQmNM.com 292 gate Bob Pmtem Vatted $ram FOGAoo—al 10r232A17 IOMWg17 lOrA g17 Anrsmmt 121172017 AMR Approved Ives Vs.[.B RWAWW 2017 PGT Industries Category: Windows BuhGtepory: Muaam ErsMLpt Seonte6 Eooleaser&Lt.— Wallow By Dean quark MbmFDWeBOCO-CER Miami -bade 8000-VAL (941) 4854100 (/e8) 3152590 dnarkQpptindustobe.com go gate Oat, P mdim Validated 9FWAowavW 1205/2017 11115M17 am Approved IZTS 017 aloe Approved cede I11112 YMalan R"Wom 2D17 Ifismillachanor Jmaw Handle Building Products, Inc. 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Ogowo John Southard, P.E. =2=017 081092017 08282017 10/102017 Approved Category: PanedWadb (909) 34&2027 PE-24121 (352) 367.2528 subcategory: siding pingsheng.ziw�jNnesfwr Compliance MaMed: Evaluation Report from a tlb.dan Florida R ce Mond ri; Evtalu ti a Licensed Florida PnAgsbnal Englaer FLA13191t4t6 Pradueb Matter Assurance A Use A !.� !� Effii! Ia.HYLIZ lOLkli ! Plsrun 2 HadlsPank Lap Siding Bba-oemeM imp siding12r312020 Yes Yes N/A WA 1'M &ssr Enift I� lie 1deEsdlne Pete I!P! version aMOgt�Irr EmImer36aem9 VtlWeradIN Yoldded FM Abormal Approved to= Revision 2017 MI yWidows and Donn BremS88ngar Luis R Lomas, PE Sown M. Urkh, PE 1012=17 10/16/2017 10282017 12H22017 Approved Cab aargic Mulls bstarp853300 PE62sia p1'r) a17-t1454 Su640egory: Mullions bstlanae�mMb.cam Compliance Afeew: Evaluation Raw from a Fkirkia RegiWred Ards or a Licensed Florida Profaslonal Engineer S:I MAOYOm! AL .Yu Aa..dforU, t+m,a llaeim 8eo s ProduetMorW. NuMer a Nan CamaelEminfbn Mte $ In F112R PLeswn 2 5764 VeRkalAlumnum M iugN2/3 n 112018 No Yes Yes WA FLaes14N1 � Ersit2.g[ 201 2im Jd�m 22K hat vslden 2911= Enaarr&]Jaonas Valdslad By yip Sudan W I Agwoyad Ewa Revision 2017 PGT industries Dean Ruark MiamWorls BCCO - CER MWnFDeds BCCO - VAL 12JONMI7 11/1612017 12109 017 Approved Category: Windows (9aq 488-0100 (/88) 378-2580 Com a stux Meddle, dread�pgerMcebies.ccm Oampeasce Molhed: Certificatlonl Mark a Listlnp FtaM14i11 Producer affix Product aforlel. NmarnhM aMama Prodrd Dascriotlon Aoorored for Aoaewd M]las jggyg JZWffi InilYlS l PIm� 1 MulNons arAN Doom ant VNMowa Aluminum Mullions 051232021 Yes Yes Yes WA FL1111319245 22do EWa3a1 !uM Bats 1LM.PJmdam � Nat y� MumbaWnr EnalmarAl� Validated By Validated aWmlaea 1 Aggraved ataat Revision 2017 James Fordb Buliding Produrb, Inc. ploom g Zhu Ronald 1. Ogees John SouthW, P.E. 08r2MI7 081O 017 08=017 10/102D17 Approved CeagorY: Panty Wage (ON) a4&2927 PE-2a12t (352) 387.2528 Compliance YWlad: Evaluation Report from a dle.ccnml �bbndH Arch— or a Licensed Florida ing P�1e ah9n Professional Engi t� =ate AWA PrednerMedoLNL WwwWam PL'S�.�dQdon 1.NvHZ 55t1s l lYltlllat 1 Conpbnk Lap Siding ilea -cement lap skiing 127312020 Yes Yes WA WA Florida Department of Business & Professional Regulation page+of i Florida Department of Business & Professional Regulation Peas I erl Florida Department of Business & Professional Regulation Papa 1 at Florida Department of Business & Professional Regulation psq, di Building Codes and Standards 1dvmla Building Codes and Standards Imala Building Codes and Standards 115rm1e Building Codes and Standards rime Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLO131924ta SM Enft or gam 21ft Dsb paraffins 21h tat Ilm-R2 2211111 En dw or 21K 21K Dab Pathan, 21k 2M E!]!ftv or 21 M 20 Daze Pending 219 11l1101244tI4 C34! 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Paned Walls (330) 922-2388 PE-43409 (813) 767.6555 Category; Parcel Walt (330) 922- PE+43409 (813) 787.8555 Cabgay: Roollrg (800) 76s3411 PE459188 (854) 772.6224 SubCatsgory:.4 pingslang:hu®Imeaher Subcategory: Soffb n8ampson@abbe.com SubCab.": SoMts mhompeanaabkb.com Su bCeteBeq: Asphalt Shingles melbh®patcom Compliance Method: Evaluation Report from a dle.ccm Compliance Meted:. EwkaBon Report from a Compliance Metlmd; Evaluation Rport from a Compliance Method: Evaluation Report from 8 Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida, Florida Registered Architect or a Llcsnasd Florida Florida Register Architect or a Licensed Florida Professional Engines Professional Enpiraw Proeeseloml Engines Probnbnal Engineer F Quanta Assurance, Aauadfor Use Amroved for Use lmDod Deelan 9{NdILAHL[aKa Aosavedfor alas Aamovidfair Use leraesE Filial . Agntsydfor Use A9g[oved for Use 1mlMdd !?adBB Aga Prodigal Model. 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Category: Roofing Kent Eden Zachary P Priest Locke Bowdon (417) 824-66" PE-74021 (334) 300.1S00 10/1RW7 1051 1012002017 12M22017 Approved Revision 2017 LV. Thompson, Ind. fibs Thompson Archihecturel Metals Company (TAMCO) Tony Ch isimm Zachary R. Friend Locke Bowden (813) 246-3458 PE-74021 (334) 30g-1800 101102017 IGMQM17 10/172017 IZM22017 Approved Revision 2017 LV. Thompson, Inc dbe Thompson Ardilbetunl Metals Company (TAMCO) Tony chnaimm Zachary R. Priest Locke Bowden (813) 24S 3456 PE-74021 (334) 300-1800 10/10M17 10110=17 10/172017 12/122DI7 Approved Revision 2017 LV. Toompson, lea dba Thompson Archilactural Metals Company (TAMCO) Tony r2elW+nn Zachary R. Priest Loire Bowden (813) 24&UW PE-74021 ax 30(i-1800 10/10024017 10/1012017 10/172017 12/122017 Approved u Compliance l�Matled: Evaluation Report from a ed � Subcategory: RooNp Accessories that am an y �0 roo8�.com coleporr, Roofing Subcategory: Roofing Acceawrles that am an y kaoflng.com C eleoery: Roofing s nrlCMegery: Roolkg Accessories that are on lanymgoreWooMg.com Florida Registered Amhned or a Licensed Florida Professional Engines Integral Part dine Roofing System Compliance Method: Evaluation Report from a Integral Part of the Roofing System Compliance Method: Evatwtbn Report from a Integral Part dime Roofing System Compliance BevOod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Regbbred Aroused or a Licensed Florida Florida Registered Archb of or a Licensed Florida "212111Products Pmaasional Engineer Professional Engineer Proar tonal Engines clad B No. 15 UL Caesar Assurance Product 1Jsasdollon Asphalt saturated organic fait 0IM72019 Ate atrial for.Uss Amy Ism OutsideN1kS Yes lmuma ! 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Date Pendhw Data FLEtaetsBi FlM16804t1 lygeVersion Manufacturer Conrad Enalneer&License Vdldffiedar Validated Submitted FBC Apotoved §IaWa cc& hd yJoral9n Whin antuy a P.aakm &License Voila d W 21M lea Yam Submitted 21K POOAlarYal Acacered own O Mull version It lrr least, or contact EndmawALlomes Validated Or 21M !der Validated Adrlmod Dais Penrose -Eft FWA-1 Amrmad cats Revision 2017 Laurence, Inc Category: Roofing Andr— Carter James L. Buckner, PE. Steven M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 04,U92018 12/18/2017 04r1512018 09/12/2018 Approved Cc& hat VWMIg8 IMMIRFIRC63for Erdw or Contact Enalmair&License Missed 20 .i0 Dore Pending Yallchgd Eubddad FOG Annicival ode AI>rtmved ata4a Revision 2017 LV. Thompean, Inc. di Thompson Archibdurel Mehis Company (TAMCO) Tour Christman Zachary R. Priest Lode Bowden (813) 24534M PE-74021 (334) 300.1800 10/10=17 1011=017 101172017 12N22017 Approved Review 2017 Florida Mil Products Inc Category: Roofing Clad Jones James L Bucks, P.E.® Michael John RWmr, (904) 783-84M MUCK Engineering PX 10rt62017 10105=17 1QWrA17 12/122017 Approved Subcategory: Ring Aamssones that are an Integral Part of the Roofing System acarteralomarnc-o n Revbbn 2017 Borst Roofing / MonWKA ee Category: Roofing Thomas Jatane9 WPMO Uniform Evaluation Gary W. Was- (S02) 259-2288 Services LLC. (205) 854-0100 10RVA17 10/OOW17 102112017 Approved � — — Categary: Roofing subCatspoy: Roofing Accessories flat are an knegfal Pad rise Railing System 1uyligo astlin oag=111 auhCaerpory: Roofing Accessories Mat an an k4eeral Pat dear Rooftop Systemanpgance Complexes Willi Evaluation Report from a tdark@Samco.com PE31242 (581) 414-7557 Compliance Method. 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(205) 854-0160 thomu.Ien meB®boral.c0 ter: rig BubCabgory: RoofingTibor (602) 288-2288 Services LLC. am 854-0ttSe thomae.Ienvnearsborel.cc Subcategory: Roofing Tile. a6omea)umnetrsbonlcc ) 269-2288 Services LLC. (205) 854-0180 Oomphance Method: Evaluation Report from a in Complhm:s Melted: Evaluation Report from a in Canplernw Maamtl: Evaluation Report from a on Coropibnu Matlsed: EwMuetlon Report from a finProduct /'� Evaluation Entity Product Eveluation Endy Product Evaluation Entity Product Evaluation Energy � Lf FWU94tjj Products FL17849.R11 Products Q 91aLObLAssiamince Aggmcod for Uss Angroved for Use lmod DoWan asuLAWtMM Aogmradfor lUse Anorogjalub,Use Iolesot paslm comes, Aaamltlfor lUse Aoermtdfor Use tamest D"Jort QLAW Assurance Alaorcldfor Use Ag ad fear bucad caw affix Product Model. Number or Nam Product hl. outside,HVHZ. $esaure affit: PrDdud MM. Number or Name Product 0gcrialleft InHVdZ outedo HVNZ Resistant P-- Alai ProductMgd LNwminawkiLne P In.FIM oulallatAn8 l P[ssettre Ant Produdgod LNudarorU— Pr InHVHZ oulaidelfifilm Resolved: Pressure 28 Vib 900 Medmn Proft -Lake Webs, Fl_ 101042018 No Yes NIA WA 16 Snmq 900 Flat Prose - RIeRo, CA 1W042018 No Yes WA NIA 17 , Hartford SWs, Shake, Sail, Flat Prone-Stetlion, CA 10MMIM018 No Yes WA WA 18 Saxe" 900- ComuySIM, Shake 8amp; Sate Flat ProOb - Henderson, NV 10-0420t8 No Yes WA WA split Old Enow Thaw }a 70 O 0 W Florida Department of Business & Professional Regulation Papa I or I Florida Deparbrient of Business & Professional Regulation papa I oft Florida Department of Business & Professional Regulation paps I of I Florida Department of Business & Professional Regulation pigs I of 1 CC Building Codes and Standards 11MIC Building Codes and Standards 1=19 Building Codes and Standards 1/srmla Building Codes and Standards IH/m18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail BinuAnt 19dL44141I FL#IS G-M fJt OW64t€ L.Lt cam Order of [tali go DOW Pmldkw 211a 2111111 Enf&Lgr 21k !de Dole Pending 21k 22111 !de &tea i fit Code E81uLer 2ift !dt Data Panama 20t has Vamffi Revision 2017 t Borel Roofing / MonNaaeas Category: Roofing Carried Eg91—& License Validated ter Thoes Jammed IAPMO Uniform Evauatlon Gary W. Welker m (602) 269.2288 Services LLC. (206) 864-0160 Vaddad Submitted 10(1812017 10106=17 FOCAlmmYel Amrmd 1012 V2017 Aare Approved has Voml9u Revision 2017 ll®gettir Bond Roofing 1 MomedJhtlle Category: Roofing Comers EmlomcALdrenu V IW bdBy Thomas is." KPMm O Uniform Evaluation Gary W. Mew (d; 289.2288 Services LLC. (205) $64-0160 Validated Aubmllal 10'18/2g17 10/612017 FIC Anconcival A.axd 10212017 State Approved Nee Verlffi RwWm 2017 11hearleftes, Glared ProMgicn Products, I.I.C. Category: ahWas Correct EaalmtriLlcenoa Validated By Tin Robinson Werner A. Tell Jr., P.E. John W. Knozevkh, PE (954) 8W7S46 PEIA167 (054) 712-6224 Valklabod Submitted FI 09A)Ml7 081a12017 OWlI2017 Aermimil 12/122017 alga Approved het vmoim RevWon 2017 Il9m r Global Proactlon Products, LLC. uaen CrdtNed EDolm &Lfcense Vand Mery Tim Robinson Wa9sr A. TMt Jr., P.E. John W. Knezevkh, PE 1 7 ) 772 Yalltlaad Submitted FW.Aciararval OSAM 2017 08/31IM17 09/112017 Aeomind 12/122017 $Mgt Approved Q Subcategory! Roofing Tlba thomee.jenm eMbon d.rb Subcategory: Poo" Tess t ormaj rnmeft@boal.co SubCategory:.Siam Panels tkn.robkaonCeppentaan subCf6egary: Sam Panels t1n.robbaoa09PPan1-cerrn Compliance NOwdt Evaluation Report from a Product Evaluation Entity m Co o MeesUaEnEvaluation bn Report from a rn Florida Registered ArchitectEvaluation a Report from a Licensed Florida Comp Mearod: Evaluation Report from a Florida Registered Architect or a Licensed Florida z F1,079494F11 Pmdueer FWesy,Rel Products Prol'essbnN Engineer Profeselonel Engineer Q gmikAWImm A—mod.for Use Aa,,,d 16LSW laesd 91" Alaft Assurance Aaatmd for Use Aodwed for gas IMRO Rubm J sea! Product Model. Member or None Product posedooft Contract Exo1rallon Dobb in t9012 outside, MY Resioem Pressure affix Product Model. Number ar Name Printed QaMdgdffi Contrad Emlindion Data In H Resistant Pressure Quillia, Aswu 692MMUWJM Aowoved for Use Aooroved for Use Aooroved for the based Les)gn a 19 Saxony 000- Country Slab, Shake, SIM&emp; Split Flat Profile - Lake Wales, FL 101042018 No Yes WA WA 20 Saxorty 900-Shake damp; Sbta Flat Profile -Lathrop, CA 10/042o18 No Yes WA WA affix Product Model. Number or tome Product Dw riumn cooked Emllroaon Dots in WMZ Oublds HVH2 Pam, ayg,a Product MbdoL Nmderor Name Product Oaserlotlon Contrast Emmaatlon ode (gam oulaklo Resistant Pressure Shake 1 20 Gap Galvanized Steel Stem PanebMVHZ Corrugated Galvanized Steel Storm Panels retained 12872019 Yes Yes Yes WA 2 24 Gage Galvanized Steel Storm PansW4HVHZ Corrugated Golvanbsd Steel Storm Panels reerkned 12/3112019 No Yes Yas WA or not by tracks to pleads huokan s protection. or not by tracks to provide hurricane protection. Search CdIKW SHEET NO, PA 1.2 N (� A♦ -U W U -� nO 1..� .� U (��� M M O O W � 0 L •� -0 E O N � ty i C M � �'- U) Q a ■ O ■ U ■ Search Crowds Search Cdbb O 15 W V O U O V v / V cw G Q z z Q J SHEET. PA -.3 Florida Department of Business &Professional Regulation page, a, Building Codes and Standards tn2me Florida Department of Business & Professional Regulation Pape t a t Florida OepartmeM of Business &Professional Regulation pas.+ a t Florida Department of Business &Professional Regllation paw + a+ Product Approval Application Detail Budding Codes and Standards granola Build'mg Codes and Standards +�ga Building Corks and Standards +�+a Product Approval Application Detail Product Approval Application Detail Product Approval Application Dahl) p��g,Rg Code Entity or $1(g �e Date Pondino Date e Version ]j(,Q_ Revision 2017 Manufacturer All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Contact, Engineer BLlcw,se VYIdYetl By Mike Bamien Frank L. Bernardo, P.E Tray Bishop, P.E. (561) 712-9882 PE•0046549 (SS4)847-0880 mikab@anpmericenshutte Validated Submitted � - 04202018 t020/20t7 FBC Approval Approved 0420l2018 O6/122018 Status Approved IYg Revision �9 �� 2017 L RW Bu9dklg Components Group Inc F�ICc9! Content Validated as SIaR Lewis ICC EYaluation Service, LLC iMaem M. Ranieri, PE Q� Mifillabod O9/19R017 1�. $Y� 0907/2017 ! i Apolitical 1� A9g� D9121I2017 $t9bLL Approved Sr99! lY■ �� Revbiort 2017 Magaillsbass frW Buuang Components Group Inc. rull�L4i Contact Ealnwra Llama VYk1YOA By 9lwR Lewis ICC Evaluation Service, LLC V1a9an1 M. Ranieri, PE J� �, �jg P.rwim Validated Submitted FBC Approval 09l1912017 0907/2017 �4. Anproyod 09l21I2O17 Approval �! jyyq yEpJpp Revision 2017 MegaijilgilitiM nW Building Compoanb OnwP Inc. Entity or Shc�! BnYnrra Llama YYlebaev swan Lewb ICC Evaluation Servla, LLC tNYlbm M RanbrL PE lllY 1� 1■ l� Validated $g4FRIC � Approval ANffi Iihuu 09119V2017 09107/2017 OW21/m17 Approved "I