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HomeMy WebLinkAbout3095 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS ABBREVIATIONS D1 SECTIONS &DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room SECTIONS & DETAILS A/C Air -Conditioner Ft. Foot/ Feet Red. Radius WP WATERPROOFING DETAILS ADJ. Adjustable Ft . Footing Ref. Refrigerator A.F.F. Above Finished Floor g g PA1.0 PRODUCT APPROVAL NUMBERS Rm. A.H.U. Air Handler Unit FIX Fixed Rm. Room Required ALT. Alternate Galy. Galvanized PA1.1 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd, Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. PA1.3 PRODUCT APPROVAL NUMBERS Bot. Bottom HgL Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing S.L. Side Lights Cir. Circle Int. Interior g Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. SquareJ H Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Eli Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer T.O.B. Top of Block LT. Laundry Tub DB Door Bell T.O.M. Top of Masonry -o Dec. Decorative Mas. Masonry T.O.P. Top of Plate Dad. Dedicated Outlet Max Maximum TR TOWEL RING > Dbl. Double M.C. Medicine Cabinet � Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack U.C. Under Counter o M.L. Microlam D.V. Dryer Vent UCL Under Cabinet Lighting c" D.W. Dishwasher Mir. Mirror U.N.O. Unless Noted Otherwise ;t Ea. Each Mono Monolithic V. Shower Valves E W Each Way N.T.S. Not to Scale VB Vanity Base M Elec. Electrical Opn'g. Opening Vert. Vertical CD Elev. Elevation Opt. Optional V.L. Versalam °2 Ext. Exterior Pc. Piece VTR Vent through Roof 25 Exp. Expansion Ped. Pedestal PH Washer a; FBC Florida Building Code P. PHONE W/ With P.L. Parallam to Fin. Flr. Finished Floor WIC Water Closet N F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf yyp Water Proof Fir Sys Floor System PSF Pounds per square foot 's 0 REVISIONS J N 08-20-15 1.0 NEW BASE PLAN it 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL E FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE i CURRENT CODE IS VALID E Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed v VIEW DAW / � �� Professionals clear information. Every attempt has been made to ke yrri prevent error. The Builder and all subcontractors are required to 0 pluft review all the information contained in these documents, prior to a the commencement of any work. The Designer/Engineer are not a responsible for any plan errors, omissions,or misinterpretations ALL ftkK undetected and not reported to the Designer / Engineer prior to C®0 8 cl ALL Cj�. &1 V construction. All construction MUST be in accordance to the 00 ; tl. , � Ti kl 'Pi r-- CDs to information found in these documents. Any questions regarding rnAND T "wC'S' r` ,f Jl.�i the information found in these plans should be directed to our M ORDIN,4, � r;rHi�r i�llL�� 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 w agreement. i M z� z� z Q 4--J N w r W = ~ e cN 2 o '— U 0° `— &M W [— 8 C f0 M O O N _ UM, "00 V RI Qo a o :off IVf A 1 B ��. =° 0. 'J Z .W � c Z 4 ` \ C) ZLL tt �¢�4 a W tg N O U 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 O Z cV O 0) I� rCD > CY) co Q •M Ln a cn•��' NLL� a < DC V M CO Q E Z W J tT' W� Za f}Z� pUU 81z� w U� ® _ LU T + � U Z c Lr) LU -� Lr) 0 o Lu U0O V U�0 a Q � Q Z� Ul) LL. < o �Z J rl LLI di g Z El M Q Z W g m O N Z Z ILLI = ,—I a 2 to w SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5wO SHEET NO. C S m a2 a 00 2 E Y 0 z TYP @ 2 STORY J S6 H.B.t (3) 2X4 #2 SPF W/ (3)16d T TOENAILS @ BASE 1 I I I I 1 IGN I o COND. COND. I I I I I S3 I I I IUP Il6 I I I I I 1 3 1 4 1 5 1 I I8 ,, ih J S6 TYP @ 2 STORY 00 FLOOR G.T. — — 9 io FAMILY ROOM 8 -8 FLAT CLG. CARPET cO 42"SLOPING 0 10 HALF WALL 11 — — (3) 2X4 #2 SPF T Q— — — 12 W/ (3)16d TOENAILS @ BASE ! G 8'-8�'NNT Yll S3 00to 00 FLEX M 8'-8" FLAT CLG. CARPET 4-4-.-On 0? o = A fn O � iv (2) #5'SWALL 0?H4 5-SH YL —_----_—_—_—_---- 2068 B.F. HDR AT 7'-4" N 16'4j" I T-8" Y-8" T-6" E IV T R 6-0" "—FLAT CL . J S6 C� C7 C7 FOYER I ! I O i i to rn i� TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE r C�7 O00 E LID DINING ROOM PATIO 8'-8" FLAT CA PET CLG. O01 O 1 'n OI 8'-8" FLAT CLG. TILE 3068 1 (2) #5'S 4 W' H' (3) 2X4 #2 SPF W/ N (3)16d TOENAILS 0 @ BASE 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE S3 -- — — — I D i S3 I 4'-0" -0" N I I I I 8'-8" FLAT CLG. I I I I I I 4'-0" 6'-2" 6'-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" BEYOND WALL it N ES3 0O I I I 1 O I I I I I w I I I p I I N 1 >1 > IDi I �- — __jI (-1 !IL — — — — — — — — — — - I L----------- 3 36 36 .3i . r � I O_ M N 1 X I i I cO I I I I I I I I FL T C G. 1 s; _ _ 2168 cO I I I IJ� 668 B.F. 24 L—_--- _ - - 2x6 WALL D S3 I I I L — — — — — — — — — — — — REF. — OPT.—ic- PAN Y 24 — --- 16" DEEP 5-SH N (V 4�YP( @ 2 STORY H.B.T 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 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 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 i S.H. 13 20X38j 184X374 S.H. 14 20 X 50j 18 4 X 50 S.H. 15 20 X 63 18 X 62 } S.H. 16 20X72 18 X71 S.H. j 32 27 1/4 X 26 26 X 25 S.H. 433 271 /4 X 38 WA S.H. j 34 27 4 X 50 1 N/A S.H. J 33 N/A 26 x 371 S.H. 34 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 112 S.H. J 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 251 /2 S.H. 23 37 X 38 36 } X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 36 X 621 /2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 j 52 } X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 } X 71 j 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. • 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. • 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. • Other penetrations 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 opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming 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 a 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. see Sht. SN1 for installation detail. 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 DE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH 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 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "13111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) z c z z�IL _¢ a z Cz U 4--J L1a 0 Lu E tJi � U o 0 mm LU ~ C' f0 M O _. Np U po. rn ) o rn ¢ BI E N Z 1,� -y M co /etfitl4ikb�� v �- 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 Z 0 o �M00 M Q (/) M_ Ln W •L n Q LL ol_ U Q CL E00 z W J � ce za Q48U Z Z z Q �g�9w J O'LL�WY T �sy z J �S Z R O L�l_ o -�_ Lr) U _ N T- �i 0 r I98 �. 0 J Y- 8 O Z U4aLuo Q Z W Ln LLP -doh " U LIJ Z CW G Z~ $ Z S O Z t cc O 06 g a Lu SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO. 5mO SHEET NO. 1.0 00 00 f— E i1 tp V) 0 TYP @ CORNERS 1 U.N.O. D2 39'-0" 38'-0" 1 8 -1 J = S6 I I I I I I I I I I I I I I I I II I I II�� I _j J S6 @ 2 STORY I I I.I I I I I 14 15 16 17 I I I8 I s _jTYP = TYP @ 2 STORY 9 r 10 11 13 oQ OWNER'S - I r LOFT V�_.) ! N RO G.T. -- II T w SUITE AH I 8'-0" FLAT CLG. 14 I _ 15 8'-0" FLAT CLG. I CARPET CARPET R.A.G. 16 16'-8" T_71" °' co T-8j" 31412.-4- 6-10" 6-4- 2,_6" 2868 I a W u: U)led I I 00 t.° I 0 ! I G T 00 = U) 00 LO I E Q0 LO �3�"x C � I I v I ATTIC � - j a0 I It' -- I 8'1 ' 'LA CL L9C;EESS _ I BEDROOM 2 12 iILE 8'-0" FLAT CLG. I 017) CARPET c ' ° 6-1 of, Q V-4" 2 -42' M 13'-72" w = oC 2668 FIBERp GLA I - R&S _____________ SURROUN a L 00 2668 60"X36" -------- -- =w z 00 (90 2'-3" = SHOWER _ _ Lu co U'ZD :3 N N N 4068 B.F. J N 4068 B.F. 00 to 3' '" 8'-10" S6 I I TYP @ 2 ST RY N C7 1. 1l'-8" 13'-0" T I RO F G.T. — — — F- — — — — w oo O i� '-0"F TC G. BEDROOM 3 w W•I•C• ; BEDROOM 4 8'-0"FLAT CLG. - 8'-0" FLAT CL I 8'-0" FLAT CLG. CARPET CARPET I I I TYP @ 2 STORY I j J cc�-O; _—__ SURROUND R&S EGRESS 25 SHO 6 H1 D6 18'-8" 20'-4" 39'-0" I I L — I I I I I I I I I r—� I I H1 6 D2 3 D2 SIM. w/ (5) STUDS HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 184X254 S.H. 13 20X38j 18jX37j S.H. 14 20 X 501 18 } X 50 S.H. 15 20X63 18jX62j S.H. 16 20X72 18}X71j S.H. 32 27 1/4 X 26 26 X 25 S.H. 33 27 1/4 X 38 N/A S.H. } 34 27 J X 50 i N/A S.H. 33 N/A 26 x 37 S.H. } 34 N/A 26 x 50 S.H. J 35 274 X 63 26 X 62112 S.H. j 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 112 S.H. 23 37 j X 38 j 36 } X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54X26 52�X254 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40X59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration 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. • 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. • Other penetrations 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 opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming 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 a 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. see Sht. SN1 for installation detail. 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" ( +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET O, SEE SN SHEET ') 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIIIII - .,::. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. 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) 0 z t7 — o z z Q __j a W Ln CD Qj cn Lt.i CDCU M U — LU O 3 =312 U LuITO ■ ~ C') cn O O tv U t u- 00 o f° ti Q rn Lo ovio Al1 - �f :J D W rn N ~ Qz LL < ►?1ltl 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. 11 O O Z fV 0 � N 00 V) M tom ^ Q / L , y a L �0 N Q LL CL IY U a *M'' Q �00 Z W J� d" z w za =80 Wz a pzz Eg � ® J 0o .> IY 0 LJL o ;a L n z Lu U = N cu Lu 81 . PRE ° o85 O J ta0ujo a Z W Lr) lJJ u_ R o HZ =o J r-� W z C G a LCL. z U � 6 O M N ¢ Z zLu tj i-Z R 9 Cal06 i Z Lu _ o �W .- 4 a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. 5x0 SHEET NO. 1.1 a0 m a 0 x V) 0 KITCHEN � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO C a PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/LISP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d< NAILS @ 16" O.C. MAX. TO EA. o STUD. ((2) 1/4"X3 1/2" TITENS @ 60 16" O.C. MAX. FOR MASONRY 00 WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 8'-51," A'_n"01 BATH 2 KITCHEN 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I V 2x12 HDR. w/ (3) 2x STUDS AT ZQ " PLYWOOD @ EA. END FOR BEARING Q LANDING w STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 0 CLIP TO HDR. 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ (3)16d NAILS TO STUD CONT. @ 16" O.C. HANDRAIL to \ THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. MIRROR O 0 0 L _rl�j E L, wad CCR D 100 0 Nis,cu LU P Z Cie 5n0 OWNER'S BATH 9 (V PRF-FNG FLOOR K)IRT W/ 12) KITCHEN ISLAND INTERIOR ELEVATIONS STAIR CALCLITIONS: TOTAL RISE = 19-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING to conform to Edition (2017) section R311.7 SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 7-Y4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Y8'. Nosings. The radius of the nosing shall be no greater that 16". Solid riser nosings shall not be less than'/," but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed y2e Handrails. Handrails shall be provided on at least 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" and not more than 38". Handrails adjacent to a wall shall have a space of not less than %"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility 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" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with Y2" gyp. TAI SCALE: 1 /2"=1'-0" z � z Q a I� z l/') UI � w �o O LU E C%i = o 0 N W t0 M 2 t � U aoo Q rn, �i Q o �J � � � �� cat `�'• �LLt • o tFittJ 10 _� O m Z iW C1`1 41 111111!'! m 0, U OO To the hest 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. Q 0 Z t'V O � n t>-ttnM(=)p M Q � l,L � a IJ a '-' Q �� z3: P W J � d- w� za z J O���i.g U � = W �o o ;a ll') � a o� lu- R o O SY J +-i M Q Z ��� �I-z m � Z W �0 0 0o g = W SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. SHEET NO. 2.0 OWNER'S BATH 9 (V PRF-FNG FLOOR K)IRT W/ 12) KITCHEN ISLAND INTERIOR ELEVATIONS STAIR CALCLITIONS: TOTAL RISE = 19-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING to conform to Edition (2017) section R311.7 SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 7-Y4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Y8'. Nosings. The radius of the nosing shall be no greater that 16". Solid riser nosings shall not be less than'/," but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed y2e Handrails. Handrails shall be provided on at least 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" and not more than 38". Handrails adjacent to a wall shall have a space of not less than %"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility 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" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with Y2" gyp. TAI SCALE: 1 /2"=1'-0" z � z Q a I� z l/') UI � w �o O LU E C%i = o 0 N W t0 M 2 t � U aoo Q rn, �i Q o �J � � � �� cat `�'• �LLt • o tFittJ 10 _� O m Z iW C1`1 41 111111!'! m 0, U OO To the hest 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. Q 0 Z t'V O � n t>-ttnM(=)p M Q � l,L � a IJ a '-' Q �� z3: P W J � d- w� za z J O���i.g U � = W �o o ;a ll') � a o� lu- R o O SY J +-i M Q Z ��� �I-z m � Z W �0 0 0o g = W SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. SHEET NO. 2.0 a N E 0 x �9I E F. M 0 9 �Waodg I dom = �h %�hh 16 TEXTURED TRIM / BAND Roll TEXTURED TRIM BAND 2nd FIN. N011 FRONT ELEVATION - B1 RIGHT ELEVATION SCALE: 1 /4"=1 t-0" -------- T.O.P. ___—_--- HDRHGT. 2ndFIN. FLR. -------- T.O.M. HDRHGT. F.FL. - B1 SCALE: 1 /4"=1 t-0" CV ti M IN 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contractions 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 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ, IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 80. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT —Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0 0 V zg z (D a V) 0 C � w � p •V — TM 0 Lu E ce ■ �8 cc C13 0�" ILL00 U Y ¢ Nam V7 1� � OR ¢ Ci A 1 B D. C,a,D z r' 7 • N•� L CId Oco CV \O _ t9 ESS% -:e W !!l441,00' U CU ❑❑ 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 O Z r-4 O N N r>-�IU.)MO M Q V) .5 N Q � Ln CL z M al� V Q00 Q E u z § Z W �� J �CZ D! Q z g a (%) a 'o 0 0 W $�z Z �z �. �o�1w Lu g wmLLJ J W $a z > � LU z z L / M 43. U) o 0 :z z = N Q F 0I t�°e he J O uUP o� WOIf N I UJ oho 0 Q ¢��W Zoo Z LL JLn r-1 W Z W Z LL M C)10 N Z m O 06 4 T� = Q0 W rn r_1 a cn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5n0 SHEET NO. 3.1 Q, a 00 00 00 CV ti T.O.P.------- HDR HGT. 2nd FIN. _ FLR. T.O.M.------- HDRHGT. F.FL. 12 5� 12 �5 ------- T.O.P. —------------------------------------L HDR HGT. I� N 00 2ndFIN. ------------------------------------------ -------------------- -------------------------- �CJ /WEEP J /WEEP FLR. Ml�v' --------------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — ---------T.O.M. �. 5— HDR HGT. ROOF TO BE - CENTERED ON DOOR FIN TEXTURED - 0° CEMENTICIOUS 0O FINISH ON C.M.U. (TYP.) F.FL. REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 12 LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER, **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contractions 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ Fr. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed V zg z� z Q maim a cn 0 (1) N i--J w O LU e U� k., 04 o m C, W cc Cl) oo" _ U tLL00 A 1 NC.B D-C_ r r o �f•. 2 �o Z O U)rf FEo9P\\\ •En 111'I�� �� �,e,� Z a, J 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 O z fV 0 ate+ r>i U M 0 M a 4-1M Ln WON Ln tY U Q E W z J � w� za a z �Z80 0 Wu z z z � �w W J W U Z W DI_ ID z L = N C Q o U a LLU LU 'ou o O JLU 696 0Luo ace z ^ Ln J lJJ a z M Q z CD z 0 rn 00 g = 12 V) SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. 5n0 SHEET NO. 3.2 2" 1" = N r- CIO iv 2" N = m - CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �2j- BUILT W/ STUCCO. EDGE OF OPENING 1'-10" - � Nv 12" CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1' "^ 1/2" RADIUS 1" 4" VARIES VARIES t° - EIN CAP iv - co 1" 1" 1" 1" 1 �" 0 M 22" 12" 1 1/2" RADIUS VARIES VARIES T n 1' 1 1 4^ 4" 42° t 2" r 2 1/2" RADIUS 3an " rMe N _ dlv o0 v v VARIES 12. rlj.l " 32"ZDL io N �N 3" 2" 2" 1" 1° 1° BASE BASE r%>tv 1" In 4 4" N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2' EDGE OPENING 2" = (P 6' T 1" CO _ 24 • Li rw ' 0 CV 1-1/2" THICK 1-1/2" THICK 10" �N 21, z Ij�l N _ _ to la M a" 2 1 I N 2" 4" 3n 6" 2" 2„ iv cn Q > cn Q > =vN C'1 1-1/2" THICK 1" 2q i 2'-4" m a 1" W Q � 1'-4" 3" 12' N N 22' • io 51" I I VARIES VARIES VARIES VARIES 4" 8" _________ iv Ir iv ZD I IRs--m I ' ' VARI • A121i 4a" �1 • KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING KEYSTONE F11 0D = n OPTIONAL 4" 3411 4" WINDOW OPENING 4" 43- • NOTE: INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" m R4'^ f2" 1 " v - NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10„ 1-4" 10" 1 14" V-64" 14' o N 12" 6.1 5 ' 2'-V 1-12' S " 7" ,y V-4" N Z� N = Q _ T fV N _ �o� ri Ch 1T 5r* 1 ^ 1„ R10, v 11" 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH 0 0," Z o Z Z Q a U) Z � W Ca p �V — 0 W E �N ~ �Cn m ti U W 8 ■ I_£ dM C N Cl) §CN O p _ " � n; Q rn Q o N C-B-D C IX fD N N VVZ W` o YYN o Z O MW4WN r N li 0D Lt r;j W r z Z gu)°'Q IVY LLIU141 r�i 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. 0 Z r%4 0 c C:lIO I%I M M Q Ln a. cn •� � Q v LL V a �00 z W J � W za fa ~ � °o? �"iZOp 0_i J 089W {IL O J C L w s��0 0 go } / �/ U i Z W L O "a Ln O a N Cruj W X o u OZ g� W N Z�a� Q ^ ego, Z I2.... � � O Z _j diLU X W k In Z Z �z O N (� Z U T i- _1R a W T -+ a V) SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO 5n0 SHEET NO. F1 d E2 m x 0 N m 00 a 00 2 E 0 x a 00 o N M ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA 1 200 AMP n 200 amp 150 amp t 14 copper to lights & outlets #12 copper to 20 amp ckts 010-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground �44ROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests 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 W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I..® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN �Q! EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Milan ELECTRIC PANEL —� DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ROUGH-IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT WP GFI oil WP GFI H.B. / I 1 -FA MIL-Y-fZ00 ROUGH -IN FOR (N,, 1 OPT. CLG. FAN/ LIGHT PRE -WIRED M L91 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I 1 FOYER � c.M �--� X.® ................ & ...... . \ PENDANT AS \PER SPECS / -7- D I N I N OOM I I )GFI AGFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I L-- FI - I -------- REF. --- - OPT. E .H. &I @ AAn A.F.F. �F or------------ I I I I 2 CAR GARAGE I I I � I GFI @ 44" GFI FOR j A.F.F. GAR. DOOR I GFI I I I � I � / I I I I I VERIFY LOCATION L_IRRIGATIOI ELECTRICAL PANEL GFI @ 44" AS VERIFY METER LOCATION WITH BUILDER r C9 .- z� Zroom (D a U, z0 QD ^V) W cn i--J ty (D O c E _(D ~ C) 0 o m CN M W cn C W cc" O O N = y C) rn a t0 `R v ¢ rn LO Ai�o IBID. N N w p� y,Vo o c o�No z oar. r C M �Z �N� cW o =L J loW cLL-8 Z p�°'< gU)a. a Z MM N 5 LL Z 2 E W N t ¢ g � W NQo J o El El 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. 0 0 Z fV 0 � n M O M Q 'p In �0" in n LL fl. ^ f" oC V Q 00 a zt° W J 0 rb ai ip 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests 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 comer counters. I ELECTRICAL KEY FET DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. 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 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WWALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN ,Qt EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) oSD SMOKE DETECTOR `o CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i TELEPHONE (OPTIONAL) �i TELEVISION (OPTIONAL) 0 Z ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT i ELECTRIC METER .o i owl_ ELECTRIC PANEL CL I DISCONNECT SWITCH 00 W ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL 814 copper to lights & outlets 1 200 #12 copper to 20 amp ckts 00 AMP #10-2 copper to V✓H #10-3 copper to Dryer w 2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING O 04 GROUNDING WIRE TERMINATION PER 7I WITH CODE APPROVED NEC 14, 250.94 J 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. FC ....� ...... SYSTEM I I L _ I I I I I I I I r—� I I -----.L j UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" U' zg z� E3 a z U) W V) (D cry (D(Z �J w l) OLU V) t� Vi � o v LUc — $ ■ t'M M La O o 0 _ C Y ¢ch 'Qu-ado CL o 9<o BD. ND.c� �� � N N Z Z � W M U Z � O ii 0 lLL N LL J W LL W � I" u- W arnm� 1QZ8 � a � Z W oS � m m Z cbWmP' W cbbA <n ?4 c� d J D � O tj U U 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. 0 0 Z fV 0 •N n P.4 0 M Q (J) 'p Lln 0. cn •L �- Q&_ U_ to �" Za M V fu ,� 00 Q E Z WJ C:) Z W f� z aWX Q 0 0 U 011 w ULLJ g U �z -� b � oc LU3 I J LU O Q O (Lr) • - O U_ W goo P J - Z W O U� N Q�� 0 o� �a a Q LLI ao£o Ogg Z Ln J ri W Q LiJ � Z~$ a LL a M N Z Z t 0 m O 00 g 2 W .--I In- cn a SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5mO SHEET NO. 4.1 I� `m v v x 0 M 0 N a0 E5 m n N N d _ O QJ N 00 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4"=V-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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagln Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN ale Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of GHagin Vents Needed tr, ZC z�z Q a V) (D C 4—J w w O � c E .N � U m o M E — th §0vC, O _ _ pNp 'S lla0 Quo Al, N C-3 D C ' Off, 1iT C Q 1 i` \O 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. 0 oN z 0 ) N ►>—rU)MCD M QU-)•gypLn Fa- C LL rn cl� U CL CO Q E z la W J � MJ W �ga F UzO0 iW Z Z Z � C f J W 5w F� U LLJ ' r) 0 La J Q �d U _ IN J f o J U O O w0� ga z inLuCe Ce z LULij ri X LLJ Qa L4 a LL O m I z W a 0 o � g V SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO• 5mO SHEET NO. 5.0 I c d LO LO N Lo NO AR !� tR 00 3'-0"�, TYP @ 2 tSTORY HIRT ■ . . . . . . . . . . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . • . . . . . . . . . . . . •: . . . . . . • . . . . . . . . . . . . . • . . . . •. . • ■ MN— — — —I— — OP 5'-4"v 16'-3" \ HVAC CHASE \ BASED ON I I s 0'-0" I S6 ■ : \ \ LOCATION : ■ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO OP BEAM W/ (1) #5 REBAR VERT f ABOVE SLAB TYP @ ALL PLACES I N ■' . ' ' ' ' • ' ' ' +� SHOWN HOOKED FTG. DOWELS 5" L 5•46" I to r } EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL hI TYP @ 2 STORY N ;Nn I \ CJ� `\ \��_��_��_ L����,�' CJ I !i 2'-6"x2'-6"x1'-0" G 1' I S3 W/ (3) #5'S E.W. o I I I I STUB UP TO I I t I 1-9 _p 13'-74' : ■ . 2ND FLOG FOR A/C — — ■ ; I TOP OF CONC./ PAVER TO BE 4" 0'-0" L S3 0 BELOW FIN, FLR. 2'-6" x 2'-6" x 1'-0" PROVIDE 3/2" x 9" SLOPE ' J TYP @ 2 STORY I RECESS FOR FRT. DOOR --------- — ------ :�-- -31/2' W/ (3) #5'S E.W. I- - - - I- I /H�-------+—------� IN��- o BUILDER TO PROVIDE CC (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. I - , APPLIANCE PROTECTION S3 VERTICALS w/ in FILLED CELL (2) #5,S N I -3 1/2 PROVIDE 1 �" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY I I I RECESS FOR I COUNTY ONLY in L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC S3 I MASON'S SLOPE SLAB OVER 6 MIL L VAPOR I FOR WIDTH VISQBARRIER — — A.FI STEPS AS ( CHASE REQUIRED PERFIELD TO c? 10 CON TIONS KITCHEN IS I LOW WALLS ND I ISLAND I I -31/2" SLOPE �� -- ------ �� _ LI _ _ _ — — — — — --n— — I rl I o � I i CJ I �° N •1 oil I +CJ I 4'-11" �0'-6" o _? I I I J S3 `t T M MLJt 3 I I �L�JN9 �0'-0" Q. ej ■: (2) #5 REBAR CC I VERTICALS w/ in •; S3 • I cn FILLED CELL o .I. 2 STORY - 1 �' I-- -------- --_j L----------------� I - I CV <V H.B,+ J S6 TYP @ 2 STORY Ci rle 01 All A' (te FOUNDATION PLAN SCALE: <"=,-o" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" 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 W.W.M. PLACED IN 1/8" SAWCUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU x LU CD [t CONTROL JOINT DETAIL SCALE: 1 117=14" .; •: :r �—#5 CONT REINF. SEE ,•' '•_ FND. FOR QUANTITY ��• #5 X 25" X 25" CORNER ' �•' ' �•' ' •' BAR ONE FOR EA. •• ' • ;. HORIZ. REBAR, TYP. " •.. U.N.O. • • "*Alternate: ' The reinf. bars shall be • •. • • • •• •. • • •• •. cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" C9 Z g Z Z Q a. cn U w O L" E cNn U o 0 ci C11 C.,LUC W R) Nu 0 U info Ci A 1 `_'� aa• �. ❑ ❑ 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 ON Z 0 CD F-4 c) M a� f0Ll1 a � •L n Ln LL CL ^ oC U o. 'M{ Q 0000 C Z W J Z W �a Z Q go80, w J wwZ II L J J Z O g� �o �z Q z Z �, L L / O = N O W O Y�U•l O n Qs A 1 ` 0 ^�,Q Z LU J Ln rl LL � Z~z LLI N Z Z co � 06 g L = 9 ,-+ a to SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO. 5x0 SHEET NO. 6.0 001 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -1 Od x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH.118 10dxl-112 HTT4 2715 518" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8"ANCH. /(28)10dxl-112 K H * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 718" DIA. BOLTS N I LUS26 1165/1 70 ** 1005/915 ** 8 -1 Od 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 14-1 Od x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W. HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM W MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) 11 (+ 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 (8) 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 DTI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R� 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-V 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 /IF 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ 16d NAILS @ E. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 4SEE PLAN TRUSS BRG. 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: 14'=1'-0" I Z O Z Q a wad V) (D Q) cn i--i w 0LU T =o U d� Cl) LJ..1 � Of 10 M O O CD = 'co r U C Q U.) o ►luurrr CD A 1 all! O C .,. .�.• !� 2'. w C . N tg l0N m Z'�111'���`` 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 Z O N 0 ate.+ z M O 461 QU-) �Ln 0 LL n dCO z F- CC U a `C) Q OC) � Z W �� J w� �a SA Z z O U 0 W Q3 Out ou_8 z "F- $U N Z Ir Z R LL �3 Lr)O Z a 0 = N J LL � �1_ *W W 8 o r J O �0 1H t� �Q¢< Q�� Z z ^ .--I u� Lu 0 LU Z Z uj Aug O N Z lz 90 m 06 :5 X: a W rn ,--1 a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO. 5n0 SHEET NO. 7.0 lY ai 3LOCKING 2 0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-112 J HTT5 4350 3740 5/8-ANCH./ 26 10dxl-1/2" HTT5 1 3225 518" ANCH. /(28)1061-1/2 K I H 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N itis96 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 112" 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 1 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1 1005 14-1Od x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d 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 / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (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 (8) 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 q R� R 1 OR CONY LEDGER (A) T$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: 14"=V-0" 0 Z Z Q a z 0 Qj cn 4--J w "U — O un � E �N ~ ti COU �M ' ~ C11 M O _o N _ U L` 000 00 � .- o Q rn C% (j A 1 � u- �. rnn " W 0 �►+�: a: 010 U U ❑ ❑ 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. CD z cV O (L) N H U.) � O z M Q M Ln 0 z L LL F- d ^ 0C U CL 00 Q E u z M W J � J C�C wo is z ZU80 OU O O u7 Z �ceg U��® W T i M �3 o 'a � O z 0 = NW L LL O� W ° O gili DC a6¢ O a z w J Ln t-i LJ.I Q i,u� z ~ z u g M N z =0 m 06 g = rn - --4 a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO. 5m0 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 U360 vertical deflection, except lintels IT-4" and longer with a nominal height of 8" meet or exceed U180, 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 FORM dr GROUT SOLID fV 4 0 r W O /5 BAR CONT. 8F12-1B/1T O V LINTEL DETAIL SCALE = N.T.S. Ell 0 Sol E 0 MEMO N 0 I 0-0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY X W 7 = 8 F 16— B/ 1 T o ,h Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT v TOP NOMINAL - HEIGHT v rn #5REBAR MIN. AT (1) REQ'D LE^� ALTERNATE POWERS STEEL LINTEL ° O a °e ° ° .M.U. #5 REBAR AT TOP a ° a ° GROUT MIN. (1) REQ'D ° Q 1-1/2" CLEAR ° D a ° ° J Q t C.M.U. 5 REBAR AT = - rn w ° BOTTOM OF in z W - O 1 Uj 4 0 LINTEL CAVITY t��i V ` OTTOM 0¢ U O t- REINFORCING PROVIDED IN LINTEL < Q C7 J o LL o W a 0 3: D i D #5 REBAR AT BOTTC 7-5/8"ACTUAL " NOMINAL WIDTH ,moo � in <10 �, <o AS INDICATED (VARIES) w � n MATERIALS c preca intels = 3500 psi. 2. fc prestressed lintefs = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. oPrestressing strand per ASTM A416 grade N 7. 270 low relaxation. ao 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 23 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 m APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR n APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LC) cV 0 x O J O N C2 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemen6ffuos coating. See contractor specifications 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING 3 USP MSTAM36 STRAPS EACH STUD r erreruFn pFo nleu wr c� ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 10d NAILS & (8) Y4" TITENS c OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) to STRAPS EACH SIDE) r, SEE PLAN is E a T/1NALL 0 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE i 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING CL 1 WALL SPLICE DETAIL 00 k8 J SCALE: 1" = 1'-O" 0 cV 0 2 5'-10" LL O 5-8" LL O ••f fif r, .•h 5'-8" LL O 17'-4" LL CE) MIN. 5'-8" LL O LINTEL PLANI SCALE: Y4"=1'-OSCALE: "=1" I Z fh — o Z Z Q a Z V^), C9 W cn 4--J w D U — O = E o �Vi U LU d04 C rC to Oo U� MOM�o �aC> A 1EAU N. C �l A3 I � .5 1 L O "• Z 'S - JJL Z k W N 1l11111 � � o 00 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. 1f CD Zr4 0 � � I>-r M O Z Cn QU-)'pLn 0 ZaC r " L CL .-. U Q 00 Q � Z � W J � z W � Za bZ86 U W Z Q 2 Z WZW �o!SJ T Z `0 O C , A U LU LL <a o * J � V U IN 00 < Z Z "W_I Lli L W ZZ 1�� Z Q m O Z LU 0 06 g uJ ,-i a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION No' 5n0 SHEET NO. 8.0 w m L0 N z CD x t2 0 J E 49 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 E PR AS O DECEMBER 3 S 003 F DE EMB R 1 T 2 C HROMATED COPPER ARSENATE CCA-C WILL NO LONGER B PRODUC ED FOR RESIDENTIAL OR GENERAL T CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 0 REPLACE CCA-C. MANY OF THE NEW T IT THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE O STEEL. IS 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 t 2 INCHES (914 t 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 Xi INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th 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. ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL 00 S 0 G FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 %, OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 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, fb = 1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING15132" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. U 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 1l8" 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 '7 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 tr6atment 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/sspprinkler systems includingg all risers and spray heatls shall not be installed wRhin 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 traps, 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 dilutipn. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - ncrete overpour and mortar along the foundation perimeter must be removed be ore extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and imgation. 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 = It DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 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. zo z� z� Q a. U) z cn '�--+ LU 0 U-1 V) E �N U o 0 mr.- o� � W M C cC �� oo ' _ CD t U_ o A 1 B D o N O _o __CTP c� LL' Qom' ii O u. a' ` •. .w 6SS O � o rn Z f 1 W e a i 1 Q 0 N o U U F- ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z NO 0 CU N �O UP) M M � (C L^ in W O n Q � LL Ln IC)- M tY V a 00 Q E Z CD W J 0 u, p z� f� g_U0 w z 6z J , S J 0t2E,8 w umr 8 > J ~O Zs z 1 ` l Q 0 =y N =D U �Pg �. J x885 tj Qauj3 Z M WLn '� .. LLJ a Lij c G Q WxZ U Q F M O Q Z Z z m o 00 ZLU g T a0 9 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO' 5nO SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS 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 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1 A11.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x —lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r i FILL CELL w CONT. #5 > STD. 90° HOOK BAR STD. 900 HOOK r— BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND___",,,,` SHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @a INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max • � 4 max. Q� Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" 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. higher than 15001b. SQUASH BLOCKS AT INTERIOR zi BEARING IY Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* c consideration. Check local building 1l16 code for appropriate ;V details in One 10d box areas=20 of high or--20 sinker olateral load. nail each side 10'-0" at bearing. i TANK -LESS W/H �� m In N CORNER OF HOME H C G > GARAGE SIDE O 0 0 T-0" o STUB -OUT FOR 0 9 c' GAS METER 0 J Lo 0 � F O _ 1 • MEASUREMENTS ARE FROM FINISHED FLOOR If • 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"* tb EI E x a co N N RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I I.ca 3" /1Aril nails M R" n r Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL KNOCKOUTS) MINIMUM SPACING = 2x GREATEST KNKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location j Series Depth End Intermediate ® BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8'9 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" l'-11" 2'4" 2'-9" 3'-2" 3'-7" 7Any 16" joist 12 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-9" 2'•4" 2'-11" 3'-7" 4'-2" T-9" 5-4- Span (ft) 16 1'-0" 1'-1" 1'-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 7'-2" 20 l'-0" V-1 " 1'-2" V-2" 2'-0" 3'-0" W-O" 4'-10" 5'-11 " 6'-11 " 7'41 " 8'-11 " _ 24 1'-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'A" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %2" 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I Nail with 10-10d nails. - --,,Install fight to top flange. SLEEVE THRU STEM • ' ' SEE PLAN FOR •• d . • • • • FOUNDATION INFO • e' STEM FOUNDATION GRADE REINF SEE PLAN \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. �p I1t-11[° a •.e.a . 1/4"-2" gap Backer Block Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements I , 06 X Joist " Vde*pth I -JOISTS BUCKETS N.T.S. I e a A/C CHASE 4" PVC _12 7_0 (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 T/2. SECOND H10A SIMPSON H10A(WHEN w/ (18)10d x 1 1REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION I11�11�11�11. 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/F I PENETRATION PLUMBING LINE A e d L \4 • aw • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G a " .e - e . a �' a ea G a - a —I I � e a � e C •' 1 •e SEE FND. PLN. SIZE & REINF. z�Jaiial Z z a � w O � e LU m a� M lL ~ e,01C,C N C',W OON CD _ U `� o o c ¢ co a� �o A ` c N +� ._ ionCl- * * •Q, �. C) /�itYl�1 9 o U �— ❑ 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 O Z N 0 (V io >M � f � � �0 Q �LL� I _ CL M cjY V fu Q O ..� W Z � J mi �Z W za f� PO' ppaoo 2�UU yy,,�� w ��Z -0'-w f J � Cn ® g L1J o 0 z a3 FE A ` Ln CY= Z ouJ = Nw N ~ g<0` w"aa¢ Z 1��} VI ~af� � gu. � LU Lr)� r-1 IJ.I W a (a w z O M Q Z$ w� mz O z o ob 0- UJ � SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 5nO SHEET NO. SN 1 N M i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD BLOCKING w/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O (2)16d TOE NAILS @ EACHENDEND (U.N.O.) (OR %"GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDSHGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B­\FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING '- " @ 3rd PTS FOR WALL HGT. > 8 6 . 1/2"GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 2 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r _ '- 2"°x3/16" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS P. ) WWF OR FIBERMESH " `' ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE PITCH > 4:12 OIL ` A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2�� x 6 W1.4 x W1.4 21 6 x 6 W1.4 x W1.4 0 ° (2) LAYERS TYPE I OR TYPE II e ° ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - 0° . .. p c ° ° ° ° a °° „ z ° ° ELEV. -0-31/2 31/2"MIN. 31l2"MIN. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R9o5. r i - I I ° ° ° , a ° a ° a ° ° ° ° ° ° a p ° a A.F.F. O ° ° 2x4 CONT. ° PRE ENGINEERED WOOD - _ i ° ° ° ° ° a 31/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. I I I I I ° ° ° ° 4 ° ° ° o i ° 00 o p e - rr � s e p �"l 12 HURRICANE ANCHOR @EACH - I I° ° ° GARAGE DEPTH VARIES e 31/2"(min. - 4" I _ 31/2"(min) - - (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8„ _I ° ° ° _ - - - METAL PL. UNDER EA. TRUSS ° ° ° ° ° g ° - �- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT, 4„ 1'-4" ' ' 8" n (2) #5 CONT. 4" f-4 INSULATION LE SHINGLE ROOF U.N.O. MIN.U.N.O. IN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc,*�TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1-0 „_ , S3 SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP os �N�UP��� STRENGTH CEILING EDGE SEc BOARD PER CODE (OR 5/8° ALUMINUM FASCIA "X" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C /DR WALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. SCREWS °� SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. ,� M�NN�o 5 � (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 @ 6" 0/C coN� r FOR WALL HGT. s 8'-6". (2) 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W! 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 FOR WALL HGT. > 8'-6". ADDITIONAL INFORMATION PLAN SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE W S 3RD LAYER 1/8"THICK. PLATE WASHER TYPICAL K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 24" O.C. VERT. OR (IF NO UP LIFT ON @ 2 x 6" EPDXY BOLT OR WALL SEE GG/S3) IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE [ ] 20"MIN. LAP 24" MIN. LAP #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS C, 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR i5 w 4 END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL FINISH TYP r ASSUMED FINISHED .� PER MANUF. LU #3 OR #4 REINFORCING BAR 0 , ° e 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE , " ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a m ' e p 1 #5 VERT. IN FILL () MONO OR STEMWALL z _ T FINISH GRADE c� a n [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] g - T • 112" GYPSUM WALLBOARD CELLS (SEE ° g FOOTING MONO SHOWN o I I ' U.N.O. FOUNDATION PLAN p FOR CLARITY ° _ C ° 6 MIL VAPOR BARRIER I e, r w R 1 7/8" fn FOR LOCATIONS) p p o ° = =1 =1 = =1 I 1=� N Z #5 REINFORCING BAR I ( - 1x4 P.T. BASE NAILER ° _z � III=III=1 I I=1 I I=1-1 1= o r 2 # LA PLICE (2) #5 CONT. r 4°x4"INSPECTION NOTE: ° o° -III-III-III-III-1I I-11 � � � e - I ON 3"CHAIRS ° 31/4 BASEBOARD PORT AT EACH 8 11=1 I I= 1=1 1=l I I=I I * "' FOR BEARING WALL I=1 I I-III=III=III-III-' T _ COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36"MIN. LAP] � �� �� (TYP.) 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM ' 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _ _ _ --- I I I=III=1 I I=1 I I=1 I I=1 I I=1 11=III=III=III=1 I I=1 I I=1 I I=111=III-1 I - -1 I I=1 I I=1 1=1 11=I I IEl 11=1 I I=1 11=1 11=1 11=1 11=I I E 1 1- D1557) , 4" T-4" #s REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "- =1 i l-1 1.=1TI II I � 11-1 I 1 . I I= I �'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE IITI� Hi "1 ,I 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(0"G� W1.4XW1.4 WWF OR DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE „_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 „_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Ea Z 04 °, 1> 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES00 6 x 6 W1.4 x W1.4 °Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR ° � ,,. - ? � min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M BARRIER u : p . / N A. a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO e COMP. SOIL. '- e iio ! - • TOP OF BEAM & LAYOUT DESIGN ; (COMPACTED TO 95% - - a • (1) #5 REBAR w/ OPT. SEE ROOF PLANASTM - ° • MODIFIED PROCTOR MODI D1557) - -II , II „ S E N��NCLOSURE FOR STRUCTURAL := 41. 3 M" CLR. " _ _ BEAM SIZE & � TU ° (2) #5 REBAR CONT. 4 2Xa P.T. CONNECTION INFO M q p ON 3" CHAIRS TYP. 4' STD. 90 HOOK (SEE MIN. PLATE i I U.N.O. DETAIL) O.S. O.S.B. i 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 COLUMN LOCATION LU SCHEDULE OPTION #1 „ 1/2 GYP. BD. SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x w SLAB INFORMATION. „ HOLD GYP. BD. �_ w SEE FLOOR PLAN FOR 1/2" FROM SLAB " CONT. BEAD SEALANT 0-0 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5Y" �- SCALE: 3/4 -1-0 S3 DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° . INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .-. ° ° 31/2 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS E ° GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ci Cl) , EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C' TO FOUNDATION PAD . . � '.' + � ' '• ' . '' ! STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL iv MAT REINFORCING. T -'� : PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M " _ •� :: (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo g RA a ° -j 4 co _ I �.� ' I oQ TENSION 120#) CONCRETE SLAB E M FILLED SOLID (SEE PLAN FOR _ - - - ° a - - -j 4 „ 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) c7 � ;III=1 ° 40 .: •, ::`� -�• ' ' i I '.: �,' ::`� ''• WWF OR FIBERMESH T °° "' Z � W=III=) -III=) I I -III- I w III -III I=1 I I=1 I - " - I i € _ ° - BRICK PAVERS or SLAB PER o w cn LL' Z p o v -III=I ! • ° a -_ z • SEE A/S3 OR J/S6 - r i l . ' SEE AlS3 OR J/S6 -I I �' 1=1 11= 11= ° ° 0'-0" FIN. FLR.� �- COMMUNITY SPECS _ = U - I =1 =1 I I- I 1=1 I 1=III I I =1 I I ICI-= w III I I I=1 11=1 1=1 1=1 I I I I I=1 1=1 I I- ' FOOTING _ _ Cl) 6 MIL VAPOR =__ �' - I- - - - - --_ L LT -III=1 I I- Ti-ITi-ITi-ITI-I i I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER -1 I I-1 I =1 I =1 I I=1 I I=� I I- I I-III-III-III=111 IIII I- BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) =1 III III III=1 i' - I I -I I -III- : ti ..r.: ' . , I-ITi=� -" PAD REINFORCEMENT 3" MIN. CLEARANCE 1' " (2 STOR ) V-8" (2 ST RY) 4a 4�� �.•+ : ;, :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • .' • • . ,•. CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED ....:...... COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4- V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0 zo z� z® a z Cz V) 0 Qj C a--+ Lu 0 "' E o0 ��ZD U LU ■ &'M 1,2oM O L N U L Y Q � nIre FZ' ur V O A I °' C Ll .•.•.` Z E S S %LL N W �(�r�l 1111it11� � 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 N Z O !� �>- rn p M Q 'gyp Ln a � �L < z ILL V '-a a z Z W J d' Mj Z f� cn z �ao'oi o Q 2 w z Z on 'aL'' u- ", o LLIg"z8 N Z Q Yo z > fz V � o:n = N Q W "' ����yyy ILL o Q��� Qo3 Z a u P 20: J Ln Q W Z 2V LU F- �F N Z�7 m O oo g = ` W ,-4 a U0 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO' 5mO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE W 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. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ . + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� VR FASTENED TO TRUSSES WITH 8d COMMON > WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD Wit SIMPSON SP1 w/ (10)10d L2 NAILS AT EACH STUD G 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT T3 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90A HOOK IN K.O. BLOCK LO KNEE WALL ABOVE MASONRY WALL DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP 3" DIA SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE ( ) W/ DRYWALL SCREWS 7 5/8 8 7 5/8 8 7 5/8 8 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8"THICK. WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR 1rw FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d WALL ❑ ❑ NAILS AT EACH STUD TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING —C� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d j� FE-11 COMMON WIRE NAILS @ 4" O/C EXTERIOR J ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT rA WALL ❑ ❑ ❑ O/C FIELD SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 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 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 ` a ° USS BOTTOM CHORD OR 2x4 LBLOCKINGW/ 2-16d TOE NAILS EACH END w U � � 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR EQUAL @ 12" 0 C TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL a ° ° a DOOR STOP ° ° ° MOLDING GARAGE DOOR 2 x 6 P.T. 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 . ' 48„ SPLICE STAGGERED tij� �M� �J G O� ° . ' . 10d @ 8" O/C ST�NC A 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1l4" x 1 1/2"SDS (1835# SPF) ° o o • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (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 w/ WASHER & NUT ° Tfl g" STD. 90°HOOK g�� LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 2x P.T. PLATE STAGGERED FROM BOT. ATTACH ALL C . FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4I16d TOENAILS NUT TO TI P PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTES:_ ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1Q � ° NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON- --- AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT wl WASHER &NUT PORT --_@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT/ HDU TENSION TIE rN 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 \L-ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS UPLIFT CONNECTOR (SEE SCHEDULE) n OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON (_C� REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. S A �1 �F SCALE: N.T.S. x 0 0 C2 co N a o MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE °-��- GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD\ E FOR DRAINAGE 0O SEE PLAN FOR FOOTING N DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 0 z 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 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 IT SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. 8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6' (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION AA/S1 AND BB/S1 FOR co 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT SP1 W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON J-BOLTS @ 24" O.C. #5000NTC& r T l REQUIRED CONNECTION RECESS 4PSON S 4PSON MAX FILLED o' S N FF�O��I'1' 2-ROWS 12d NAILS STAGGERED LINTEL 2X P.T. PLATE 5/8"X10" J-BOLTS @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.} RECEIVE GARAGE DOOR AND TO ALLOW 3-12" 0/C EACH FACE G 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR ° ° 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. /� 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ 6 () (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING o 0 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS BEYOND. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL g .;, GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O� SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 N�N� 8P4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL ** HOLD DOWN RECESS SIMPSON SP4 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. �' CONNECTIONS LINTEL MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° < NOT REQUIRED @ PLATE) a ° BEARING WALLS NOTED ° a ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT ° °° ° 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED ° 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) u, z� z�z a z 4--J w � o "U — 0 L e �m U o to rNi LU ❑ ~ 1 C N M go O .78 o CIA _ U L 1L 2 N �o Qo, 9<o A ' e�o c *04 � -1 0" o► ?� A 4%; F-91a. \0 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 CD z 0 a) N 4.j CD > Ln M O M a M Ln a. cn •L � N Ln L L a OC V p-00 Q O W z J C:) e{` J Z w� Za �480, �0z�z �w �8 a N U = N <[ Lu YU�YU Q�Q 0*' J LLJ o 0 {{u� S Q W Q 3 Z rl 2 W .. WE � O Q Z m N 00 Z U 2 ui ui SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 5mO SHEET NO. S4 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2'W" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" END EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ V-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 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) 1Od FROM LEDGER TO J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 6" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ O.C. EDGES AND 12" O.C. FIELD 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. 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 1Odxl 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 @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 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. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP N Ir CO NOTES AND NAILING CHORD BLOCKING N go SCHEDULE FOR INFORMATION `O °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2" " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF V2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS �uyr 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 FI 48" (4) FOR THE FIRST FOR OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (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 & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4' MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER r@ 24" O/C 77TOP 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x47' ON TOP OF PANEL BLOCKING, FASTEN WITH 1 O&W @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)114"x1 1/2" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 10 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C Nn TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB 10 LENGTH (SEE TABLE) GABLE TRUSS- 1/2" CDX PLYWOOD OR 7/16" ZVI (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1 /4 DIA. x 7 LAG SCREWS OR EQUAL 2x4'7 ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS CP 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON LOCATION LOAD BEARINGD 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 SECTION r8 g ADDITIONAL INFORMATION. 0 n SIMPSON HGAMT W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU M 0 N T3 MINIMUM 2x CROSS BRACING m Ln (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 1 L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CN I CROSS BRACING DETAIL SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 10dx3" O/C @-/2"x4" TOENAIL 6" O/C RUNNE W/ (2) 16d TYPICAL NAILS ".. ALTERNATE NON —DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) i 6.9 MAX. S5 '21 SCALE: N.T.S. CONT. BEARING Y GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. `- MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6-O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0"- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o C7 a O� CORNER JACK Y Q w z Er 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8' "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 n I r- CONTINUOUS BOTTOIiiA CHORD BRACING 2X4 MIN. 1111101 i;kaw "ql 11 . !r, or Vol 1111111 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 _zo z� z a a v, z C1 V) UI � w p 0 W e 0o U 0 �i w . ~ O L N _ yyy U 5 co Q rn 0 1^ 0 L ¢ o A BD , 6 D C N CW �: • �6 !�q F ++rLL_ U v //�'0/111lI11111100 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. 0! O O z (V O � N CD In M C z M Q � -M Ln n. Ln •i v- �(� < L_L� a ^ V7 Z U Q Q � c co z W J � d- Z W� Za f- �4OU gLuZ §W "§Z Eg6—, os (n Z YuYu����zXJJ`` o i_ � '� Q H z c Ln Ln 3 Qu r.., Ln 111 O U _ (V C'3 Z Q W H . 46 < WogS v oc oa N 1 �2�3 a�. z n �owce �� J rlz Ln LLJ r-I LJ.1 2:1 8. a ro O Z Z W$ 0 0 Psiz 06 g i � 9 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 5mO SHEET NO. S5 I a 00 EI E x (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL : NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K Cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o LU W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � LU LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 rBV' R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: rm rM rM Illy Ili ■ a� 11-- a91�i rjr r'.. �. NEWr.L "•r l.r �I STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn v 4"A" INSPECTION PORT AT _j EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE 00 — Ib - — Z@C T T G " STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 4" _ (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION i SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od 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. 1 st 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 lTE W/ O.C. )OR TRUSS/JOIST �0 2"x BOT. PLATE W/ (2)1 Od @ 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 N SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST V-0" OF END WALL FROM EA. END. (TYP.) TOP & E S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN "° INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 W/ (8)1Odx1 1/2" O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING JF- IN KO BLOCK 2ND FLOOR FRAME CONNECTION K R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1c" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8)10dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"=1'-0" S6 �-- B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6" SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE = 'd • SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T 1ICONT. ON 3" 8' 1-8" ° MIN. CE INTERIOR 2-STORY FRAME SECTION rs 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 PROVID BLOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE f BEYOND I ,5/32" OSB EXPOSURE F F SHEATHING w x SOLID 2x C BLOCKING @ ALL j C SHEATHING 0 EDGES (SEE OPENING SECTION X-X aU C x Fr x E W 2x STUDS SEE PLAN o to LLrBEYOND. �-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN WALL SHE BETWEEN FLOOR ATHING SYSTEM to/AI 1 rl r\/A'rl^Li r11A^r%A\A 4 FT. 4 FT. 0 2 2 5 FT. 4 FT. O O O 5 FT.1 4 FT. (2� (12 v� 4 FT. 4 FT. 0 (5) O 0 4 FT. ROOF NAILING ZONE DIAGRAM SFFA ��w �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE tOd RING LLO Q SHANK NAILS) NOTE: x co ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD W LL ~ 0 (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 0 S SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 0 � 0 PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO i w g LL H STUD AND OR BLOCKING AT ALL EDGES. Nw&0 LL y v 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 118" 318" "S" = NAIL 3/8" SPACING S 3/4" $ 1/2" � 1/2" - S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/Bd COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/Sd COMMON NAIL O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. W (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END [NOTE: BillNAILS FOR WALL SHEATHING MUST BE MIN.131"X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. vF"nruwrrxwr: S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACEOR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR _R� 2 x10' OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE W/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE OR O,o NiFR/ NG 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 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d. •. M -III—III—III—I I A ' .. •• -1 I —III —I I II I I a I�IIIII�IIIIIIIII •� ��I,IIII �=•--•—i � III —III (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2) 1 (2) (1) LSTA30 4-4(2) 3 (2) (2) (1) LSTA30 1 (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. c0 FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. _2- z � z� Q 11 U) z0 V) QD N �i w O c E Cn o U LU M M ' ~ . O o N ca C -6 iz- LO Q tM A Q o A 1 i i _ \e,4�, W! 2Q-.. Aa dl Irk 40 _ <04 l: ct U l— ❑ ❑ 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. 11 O oN Z 0 � n 1>-IO M Q M LA a cn •L d- H U_ a V a �� Z CD W J � J W0 za a LU gQco i w ffi U WWEB m W T i Cn o R J ,J—Q LU 0 Ln U = ^, 0 2 �w <�p O Cc LU 0 oC zo Z W t—I Le) LJ.I J r-1 _ z Z 5 ii CD N Z O � :5= Uj �o a w rn ,--I 0- cn SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. 5n0 SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D _�-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 0 c a 2x12 TREAD 4- GLUED AND NAILED a-13M 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14)10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FI CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL —2xl2 SYP BEARS IN WALL '--2x6 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND I" 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 r 1��: RISER AND TREAD // STOP B-� 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" ALIGN THIS STUD WITH FACE OF 2nd RISER D— ____1 �y 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER I / � .-2x8 SYP DRYWALL STOP MUST _ 1 NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 t-�2x4 PT UNDER 2x12 C I DE MOISTURE PCTION ZATTACH ALL COMPTS IR TO CONC.XCON2Amn MA" O.C. —ATTACH ALL COMPONENTS \ 1x4 GLU OF STAIR TO CONC. W/ k X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 2x SYP CUT TO FIT MUST NOT TOUCH STRINGERS BEARS IN WALL 2x12 SYP BEARS E IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 — 2x6 SYP 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ /2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE 2x4 CUT ON BEVEL � I I I / AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN AIL IL ILI / WALL SECTION VIEW "D SCALE: 1" = V-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" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" 11 SECTION VIEW "E" SCALE: 1" = V-0" SECTION VIEW licit SCALE: 1" = V-0" TOP OF STRINGER CONN. TO BOTTOM OF NEWEL POST 7 PER CONTRACTOR F-1 J7 cq FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 � x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "GilBLOCKING SCALE: V = 1'-0" SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE \ITO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES H--\ 2X STRING R 3/4 PLYWOOD 3/4 PLYWOOD SYPB 2X B OCKING ON DECK ON DECK BEAM SIMPSON MTS 2 w/ -2x8 SYP GLUED H 2x4 SYP BLOCKING x8 SYP GLUED 2x8 BEARING IN WALL (14) 10d x 1 1/2" NAILS FOR STRAP AND NAILED TO AND NAILED TO SYP 2X BLOC NG FRAMING (SIMPSON MTS12 w/ FRAMING GLUE 3 (14) 10d x 1 1/2" NAILS) AND RI S R 2x4 DRAFT 2x12 2x4 DRAFT NAILE VARIES STOP TREAD STOP TO GLUED FRAMI AND NAILLE SECTION VIEW "H" 2x4 BLOCKING SCALE: 1" = V-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: " = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED C9 v, zCD z� z Q a C1 v^)' c9 � w 0 O C S �� = U o0 �" M lii c m co O O N _ tU-2 W I C 8� Q rn LO o Q o Al 1 B D. N C C*B,D *! �., _,X� I r� vi co Tq ) a f o ` am Z dto J L CO ` SSIO 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 z N 0 a) N Il-4 M C M QV-MpLn tn H " U_ In CLCn z Q 00 E W z J � gz w� zda f< F 2�ce V Z !w pJ 8 L g OCZ z> N = J 2 LnR: Q 0 Lr) w M z d U = N 0 z W o� a�PQQ AM .0 rq IL•LLLLL Jrl ,-4 u� d I.I.,I CCW GU Z z SSS d W rn CD N Z Z Uj m 06 g = W r7lO ,-a a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION No' 5mO SHEET NO. ST 3 v a c x 0 0 I 00 00 r- LO S 0 0 J 0 I i rn 0 3 a N 0 C c i Lz: ZO U 0 o' U i a 00 0 N M C) 0 DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER F112" TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONNOR DETAILS PROPER INSTALLATION MAX. 8" ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. t1A4 FOR CONN. DETAILS CONN. DETAILS. F 1 X 4 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING�,11URRING�� ��#5 3/16 0 X 3-1/2 LONG TAPCONS REBAR (TYP,) AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INT41 O2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL D. 90" HOOK (TYP.) STD. 90^ ` 2x BAND JOIST W/FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE „ O.C. & 4 FROM 1X4 P.T. " „ 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DISMT. DOOR JAMB (REFER TAPCON TO SHT. SDW2A TO SHT. SDW2-K1 CONN. DETAILr1L ' LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 1 1 X 4 � FURRING 2X8 P.T. WITH +2„NOTC @FIRST COURSELONG SIMPSON HGAM10KTA 12" O.C. TAPCON 2X8 P.T. 2X8 - w/ 4 1/4x1 1/2" SDS(j SCREWS ( ) 2x P.T. AS REQ'D STAGGERED @ 16 O.C. � ` INTO BAND JOIST & 4 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL ±5" NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS ES EMBEDMENT INTO BLK.) 1/4" MAX 2, 8" SOLID W/GROUT �J 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ; • SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ()10d NAILS THRU OSB INTO 2 x ARCH FACES W48 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0V (2)10d NAILS @ 8" O.C. FRygN ARCH DETAIL i WALL USE (3)1/4" X 3112" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �EHO TN PLYWOOD SHEATHING I_ tt tt 1 0 5t_ 0 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + ALfINISH 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 > `' /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° • ►; #5 BAR ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2-4- 8" (5)12d NAILS SIMPSON SOFFIT + + , i . p � .'> p 1'0" ° D, s ° . ' ° CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . , . p • .' ° H IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS p . ' KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d, NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • CONNECTOR — j 1 , •'' ; p ° x SIZE AND RE NFMONOPEROPLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED.2 AND SECTION DETAILS LEAVE A CUT OUT %O.,�*S MIN. OF START OFTRUSS COMPANY OR 2x4 x 8 VERT. BRACES INSIDE TO ALLOW R ARCH SYP @ 24" O.C. ENTER SO IT CLEAN FILL()#2 DIRT b z TO BE INSTALLED g BUILT UP PLWD. BUCK- SEE PLAN 4'-0" MAXSTANDARD PRECAST LINTEL Ilk °••. e 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90r HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD FOR OVER HANG FILLED CELL - - • • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , , �� , �, , , , BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2)1/4" X 31/2" TAPCONS AT 16" �'� �• �'�'� �'�' �'� THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. '�'• °� PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION MB-gMONO STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS TO STEMWALL FOOTING 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 118". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON2"NAILHTT4 x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS STUDS & - 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 5/8" DIA. ALL THREAD ROD O "SET' Z #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6�_0�� F F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE \ � NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• .. p � THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :.'; . p p' p LU M A REINFORCING AS FOLLOWS: 4_ Q 1 „ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. v z #5x6'EM BEDDED INTO 6" MIN. LAP SPLICE W/ p ° g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: cai� FILLED CELL SMOOTH. DO NO FURROW. p ° N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p. p SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 g e TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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. zo z z� a U, z C: — 4 -J w M o 0 c E tom!) C) U o m M L� FLU — M o Oo Lo o � � Al1 " C. BID. , < o z U) L`2� ,6 ZO r ILL 10z tI ES5\C "R LLM Z 0, fhl�Il111111` J C W N 0 v OF To the best of the Engineer's knowledge, information, and belief, the structural plans and speccations 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 Z NO 0�1� ~ M G M Q tJ) 'o L n z Q( LL Ln F- U a Q 00 Z � WJ C) J z �L 2 d �a onix YYuJZ Z �w 02: 8 V uW �_ }o > _j H L0un Ln O U = (V J ¢ o oz �r-o gg F 0 J i LU I� ttIIJJ ` J La Lu Q Q 0 Z .. �a 0P �'o�Z J rl LJJ Z LL Z a " z �, �a O *k m N 06 Z g L �o LU 0 = SCALE : AS NOTED DATE : 3/7/2018 TECH: IMUROSKI VERSION N0. 5oO SHEET NO. SS •�i CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 BE NAIL MAY IL ED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 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—i 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. 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS t„ 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. 's N it Go I m LO LO N v 0 0 _1 0 a oo ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX CB 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 CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS 14 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4—­ 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"= V-0" HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH Pl TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALLr 4 SCALE: 1/2" = V-0" VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ (1(1 4} #2 SPF 48" O.C. W/ (4) CENTERED AT 16 d INTO HEADER & 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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 RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d -- COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL e MIN. 2X4 #2 SYP P.T. PLATE �. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: 3/4" = V-0" L.SEE PLAN FOR CANT. 7 SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. L�__e I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST 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 ""ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS --� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" 2x STUDS @ 16" O.C. SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d SEE PLAN FOR NAILS AT BASE & SIMPSON ADDITIONAL 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP OUTLOOKER 4" O.C. INFO. EXTERIOR SHEATHING INFO. ATTACHED PER 2x BLOCKING BETWEEN STUDS 2x4 STUDS w/ SIMPSON G NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABL (2)12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOFNVALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. TRUSS/ FRAMING (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER TYP TOP & BOTTOM i BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K22 SCALE: 3/4" = 1'-0" `—• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2 SCALE: 3/4" = V-0" PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" DETAILS &SECTIONS 0 u, z� 99 z� Xqi a Ln CD 4-' w C� o 0 w = E 53 cN '— o 0 Co CN CN LU . 1 a m M O O co U LoU_ 0 Q MEN11 C 'R€ o 9 d o 1!t!/! AlI B D. ". r N • f �. CG d* •� LL ^ W q°'. a �r, ..• Q•. gam,,. �. S• \O U115 1114611'1 o O v V ❑❑ 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 z NO 0 (v N I> V)MO M Q j% M Ln a cn •,_ � H vCL LL e-N z Cn (j -j Q E- z W J ko Z W� za g�cz wW �UZ !9w J Cj3 R0 C n Ron V ® Oxz LiJ 3 Ln Z U = N J WW i:�R6 ice` p cC og Q V W u �j 0 N 0 w�!z� Q P f 0 z .-i u �6 W WWC L `� u.,�-i V M Q z Z N z ZLU m 0n 0o g = W SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. 5nO SHEET NO. D1 Ln C) (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) MASONRY WALL CONNECTION. @ 24" O.C. EXT. SHEATHING A BELOW AND ALT. 2x CRIPPLES 16" O.C. @ (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B2x (2)HEADER SEE P 2INTERIOR SEE FOR BLOCKING 8d NAILS T/B FLANGE � / 1. APPLY SUB (3) 2x # SPF 2 () 10d TOENAILS AT EA. H ADER�N DETAILS 2x STUDS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. © 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. • • e SURFACE Q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d 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 MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END •°• •• • G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 12d A. END TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB INF 1/2" GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT A. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD 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 O BELOW. IF WOOD WALL IS BELOW USE (2) BELOW.SIMPSOI WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM g��o,c• @ FLOOR TRUSS/ I -JOIST SEE PLAN MSTAD STRAPS w/ 10d NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). SCALE: 1 1/2" =1'-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" =1' - 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED 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: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o•°o•i •°o• o•° • o•°a• OF CRIPPLES IF LONGER THAN 8" P. j . 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 A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 @ CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE :. 2 x 4 #2 SPF STUDS o C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER e 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 O MIN 3 2x #2 SPF STUDS @ () EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ 2 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION �. 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) C PRE-ENGINEERED FSIMPSON SP4w/ d x 1 1/2"W/ O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 FLOOR SYSTEM SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN 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 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 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/ BOX HEADER SEE PLAN E F Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE () SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x 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 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : ' ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR 6 STUDS BELOW � BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER '� � � j j CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" (IF LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" _ i • �.o.�. • o.o.o • ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL 24 ) @ " O.C. PER PLAN j SEE Q/S4 FOR REQ'D JAMB ' INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/13 THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • '�CgTFNp F� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB INFO. OPENING LARGER THAN 4 ft (2) 2x ,2�'� 8 TOA TOP SPLICE �1! (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENPACKING NAILED SO STUD s LS30 w/ (6) 10d x 1 1/2 EACH SIDE (2 ) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36LS & (4) 1/4"x2 1/44"" (7) 10d NAI 1Od NAILS TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS 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 2x8 TOP \ , FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST 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 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" 0Lo zo z�z a rN U) z 4—J N O c E U U o ico w ' ~ c m rM� O _ C"!SO _" Q rn u•, �i�o Al1�H D Ds ��•'.� •. Q' .f'•NS E o 21� 1 O fA I z a \� q P 4 Lb .< �0) 5-06 LL W r'Mr r /ar�llllU c., F- ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CD Z N t>(nMCD M Q V 'gyp Ln a cn•��t' Q � LL. � a .-. z F-Cn 0C V a 00 Q � E Z WJ CD d' Z w Za a � ;qg? � 4 d 0, gZ z �z OC f J 0 11 � B��e � z ` Z J O 18 � z U LU O L / o Ja = N CLj) J LLI F' ci� F_ o Bzr ao: Q ^ °` Z z z � O z O Q 2 rn r-4 a in SCALE : AS NOTED DATE: 3/7/2018 TECH: JMUROSIC VERSION NO. 5mO SHEET NO. D2 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weal 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 m_ V) 0 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER dE BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) �o� 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING iT SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-1" BEAD OF CONSTR. EXTERIOR SHEATHING 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 SELF -ADHERED FLASHING o SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E AM 0 SELF-ADHEP SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 (0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHINGFIT: SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST MeOUTSIDE CORNER ' • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 V Z c z�z a V) z C1 t/i C9 (Dru p O L.0 E U M W Ln co M 0 C, _ U "2 c fli Q rn can L A All BID. =Jt N � N o % N u- N .Q C W Ali .2va,N OE GW W a z ZQ W o 0 C',ZLL �I=wd `� < o W N 0 U � C7 C_') I- ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 (V N I>-ILnMC Z M Q - a cn -L V- V) C) N Q (V U Ln H a CY U co '-1 0.0 QCL E Z W Jo~ tD J �Z W� Z 1 EX gQ0o wz Z z f JJ J 8�`R N Z a8 M 2 N LL. 0 � 2 0 =Ul N d- Cr LLJ w 8 0 '74 �- Igg -`-. Q V Lu gm �F ^ Lu W :� CW7<�I Q W0 �� Z J di W Z O Z �Z�-. �g co rJ0 Z U O = W ,-11 0- to I E SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 5n0 SHEET NO. W P O O U QC O O USP Florida Statewide Evaluation Report Simp on Florida Statewide Evaluation Report Stock No. Product Approval No. Basis j C C6 N U O ate- L � Q (� O ``�- .� VJ (D W z tV O U O W V m O L� w Q W z J z Q J d SHEET NO. PA 1.0 (2018) Stock No. Product Approval No. Basis (2018) A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 H D210-2 FL17232.3 ESR-3445 HU2142 FL10655.20 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) H026 FL17232.2 ESR-3445 O HU26 FL10655.31 ESR-2549 M HD28-2 FL17232.3 ESR-3445 HU28-2 FL10855.34 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the O > 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 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 products. HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR-2549 � ^^ HD810 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-87.0pst HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0l-67.0 psf HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf HTA16 FL17880.4 Evaluation Report HETA18 FL11473.5 $IM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/-87.0 psf HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf HTT18 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic pL7640,1 +67.0/-67.0 psf HTW18 FL17244.8 ESR-3455 HTS18 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf HTW24 FL17244.6 ESR-3455 HTS24 FL10458.24 ESR-2613 PGT Series 5570 FL.251.10 HTW30 FL17244.8 ESR-3455 HT530 FL10458.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential VyindCode Doors WS (8X7) FL15279.37 +30.0/-32.0 psf HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential VyindCode Doors WB (BX7) FL15279.85 +38.0/-42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0l-41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2813 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see inst ant) HUS210-2 FL17232.8 ESR-3445 HUS210-2 FL10855.92 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10655.93 ESR-2549 2. WINDOWS VS FL17232.6 ESR-3445 HUS28 FL10655.94 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf HUS28 FL17232.8 ESR-3445 HUS28 FL10855.98 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10855.97 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf JI24 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU28 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 JUS28-2 FL17232.11 ESR-3445 LUS28-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS26 FL10855.113 ESR-2549 JUS48 FL17232.11 ESR-3445 LUS48 FL10655.116 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10887.71 ESR-2815 KST260 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10652.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 15(b Felt Underlayment FL12328.6 NIA LSTA38 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18818.4 N/A LTS20B FL17219.2 ER-0200 LTT206 FL11498.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2806 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR•2606 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2808 MP5 FL17244.22 ESR-3455 LS50 FL10448.16 ESR-2808 MPH3516 FL17240.3 ESR-3447 WM1416 FL10887.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA 12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.16 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL1724426 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10458.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2813 MTW16 FL17244.8 ESR-3455 MTS16 FL10458.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.38 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL10686.12 ESR•2618 NFM35X16U FL578.3 Evaluation Report MBHA3.58/18 FL10888.12 ESR•2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.518 FL10687.8 ESR-2815 The products PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection. PHXU3518 FL17241.20 ESR-3444 CS18 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation Report H1 FL10458.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456.8 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10458.7 ESR-2813 RT16.2 FL17236.2 ESR-3448 H10q FL10456.8 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10458.13 ESR-2813 RT3A FL17238.3 ESR-3448 H4 FL10456.14 ESR-2813 RT4 FL17238.3 ESR-3448 H5 FL10456.15 ESR-2813 RTS FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2813 APPLICANT SIGNATURE DATE U) RT7 FL17238.3 ESR-3448 H2.5A FL10458.12 ESR-2813 RT7A FL17236.3 ESR-3448 HB FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SP1 FL10458.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10458.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP8 FL10456.44 ESR-2813 SPTB FL17244.32 ESR-3455 SPe FL10456.45 ESR-2613 O L. SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPHB FL10456.47 ESR-2613 SPTHB FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2813 SPTHB FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10855.3 ESR-2549 THD28 FL17232.18 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.18 ESR•3445 HGUS5.25/12 FL11488.11 SIM200804 TH0410 FL17232.18 ESR-3445 HGUS414 FL11488.10 SIM200804 THD412 FL17232.18 ESR-3445 HD48-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM38 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 0- UPHDS FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM2&2 FL11473.12 SIM200802 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 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Aside Solid and Vented Soffit FL15272.1 - FL152722 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS C. ROOFING FASTENERS NOT USED Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lamanco, 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, OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1989.1 - FL1899.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL156.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A approval understand time of inspection of these products, the following information must be available to the inspector on the listed below did not demonstrate product at plan review. I that at the h 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 Rpulatbn BDNdiDg caaaa and st.Dd.rae P„•e, Building coda and Standards F,e„ Bulldog cods mid Standards Pie.+ F DapaMNnt 8 Protssaiorall Regulation of Buskon rap.+ad ttem+s +tersae ttamte Building Codes and Sfartdards ttemts Product Approval APP�eIlDn DeLN Product Approval Applleatlon Detail �� Approval ApplkaUon DsfaR Product Approval Application Detail tltiMll�i 9■LN:9t ! gads !■lsrJtt lire ar attt■d■ pre setae Eo■La ale an aleEmdfoi as � LdOLa � Ore Oeleeearoa ate 8liafii�i me met ltr.w■a lamed toobecafle�t YeilOel■Mr ShtrtlW tr0aillttl l�O.e■■al eatmaa Ltie � Yarlsa r®�rae � C�illaeae YellOtlttl.� Shilrltd ilaorilra l�ceaorani eanara LrOa ore Shales latiretaM srt� lhldrealDc Yt■era mmlra etO.eea�at ea®rd Meta R»Wa: a)17 Tltrna-Tw Cotporeeott RkklMlplt! LynO•n F. atltMdL P.E. Ryr J.IDnp, P.E. 10l181L017 07N91a717 t0/tYJ017 7Sn71'J017 Approved ReYlelOn mt7 TMem••Tn COryaNfat RMIYegM Lyndon F. SOIaMa, P.E ibr J. Iona, P.E. 10/18fJ017 07I7YJ017 10A8/J017 tY11/'J017 Approwl R•NNr 2017 7h•mu-TN C«porWp: PodIYNlBhI Lyndon F.&MnItlL Pg. lryan J. poi, P.E. 10N8Q017 07AZROt7 1N181D017 12H212077 Approved sae ltrNtLir pre pre Oelie7leooi ace C•ha•er ExMd«Doon N1e)2t67740 PE49109 (81S)1e71656 0.leeery: Etderior Doom N1�9t&17/0 P64910e (819)787416e8 glpo:X aeee« Do«e N11h 286.77/0 PE4910D (819) 767.8686 � � � h � �e■� � �r eaeC•IyorY: aweaep EtMrlor Do«A»enier �MrMe• aWGraoIP� awNi„8 E+:Mor Do«A•ambe» pmneuenh. MttC•Ye«P: 8retpYp Etd•rl« Da«A•»neer dda■t•ekaoorla•Ma. MVMbn 20/7 rAemn-hu CmDorgon Rick WHOM Lyndon F. Ba»MM, P.E. RIM J. IOnp, P.E 1017QfJ0/7 t77Hy2017 tONBtTOt7 ,2177/J017 Approved Ca+lpeara rdlrte EY•MNeOtI R•portelrlt a oan Oan+pea+e• 11ra+od: E»Artlott Repattom a rom YrlYa+e ^ Rapxt flan ■ oom C•Maay: EtOerbr Doors N7sl D08-n4o PE-ISIOB (Dts) 787�86 Fbtka FkrMe R•eY•t•d Atdtteal«•Lbar•d Plo:idt Main R•yel•nd At~ «• Lkutead FIaM• � � Florida MDtiwtb ArdlMd «a Lloalyd PnMebtW Ettgln•a �~ iM11waEtinArtlm N•Pok P1O�'a .10 Pt brlRep «• Llarned Ftonr �! lir■Le.arete e■�amcfw e.Na � i lever litl� ptehi mtYa t■t esoraaotouae ea®aadr.lae l,emlt>s aaralml;; beer pera lttrreel mere Lit plr■tdiwu0■ Sadao aaimr>�JIr aa■allloclaa hIOOZ OeaeWel00li riser ltatlrer era metia l3Emrrre 8 LTMmr-Tru F!•r-0WYo •n08moaM•81r NomYW 86ISBO iq�uok Opaque, 17IS1/TOSD Ib Vr No WA 8 LTMm:rTn: N U Q� Q O o .� ^' LL '� � CU •V! �V EWMWO 0 O 0 o U- .� O 0 SL CU ``^^ Q. .� vJ ■ eti� QD ■ e1• ■ etie� O W `CU O Q CL C U O 0 V vJ V f■d■r WW G Q Z Z Q J SHEET NO. 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