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HomeMy WebLinkAbout3241 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION 1� SHEET No. Q�4�� C CS COVER SHEET �� � 1 FLOOR PLAN 2 INTERIOR ELEVATIONS G® N avid�,,ae�5 � ����� pN.�R 3.1 EXTERIOR ELEVATIONS ® (� 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3S STEM DETAILS S4 DETAILS ABV or Abv. Above FLR or Flr. Floor RAG or Rag. Return Air Grill AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle SS RETROFIT DETAILS AHU orA.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing D1 SECTIONS &DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required Wp WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh Bookshelf GALV or Galy. Galvanized RND or Rnd. Round —� BILK or BILK. Block GC or G.C. General Contractor RO or R.O. Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupterr R S o R/S or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SD or SD. Smoke Detector BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet — — — — — — 7 CIR or Cir. Circle CJ or Control Joint HORIZ Horizontal Hard Surface (flooring) SL or S.L. SPF or S.P.F. Side Lights Spruce Pine Fir FF7 r C CLG or Clg. Ceiling IL ILO In Lieu Of SPECS or SPECS. Specifications 11❑ El El F71 M IE CMU Concrete Masonry Unit COFF or Coffered or Tray Ceiling COL or Col.ol. Column INSUL or Insul. INT A K/WALL or KMlall Insulation Interior Kneewall SQ or Sq. S SWW or S.W. Square Storage Shear Wall F7 F7 DEIDEE] 7 L] COMM or Comm. Community or Comp. Compressor KS or K.S. LAUN Knee Space Laundry SYP or S.Y.P. TB Southern Yellow Pine Towel Bar ■ ❑ ❑ ❑❑❑❑COMP FF-7� ED CONN or CONN. Connection L v. LAV or Lay. Lavatory TEMP or Temp, Tempered CT or C.T. Ceramic Tile D or D. Dryer LF or L.F. LL Linear Lintel Length THIKN or B. TOB or T.O.O.B. Thicken Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical 3 DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base = DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical LO N DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam N DW or D.W. Dishwasher OPNG or Opri Opening VTR Vent through Roof r� EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With r ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood i EXT or Ext. Exterior PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater m FBC Florida Building Code PLT HT or Plt. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) Zu FIN FLR or FF or Fin. FIr. Finished Floor PWDR or Pwd. Powder Room 0 N REVISIONS 0 J N to 08-20-15 1.00 NEW BASE PLAN t I 12-8-15 2.00 FRAME -WALK REVISIONS N 12-27-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL o a FOR 2 STORY HOMES E THIS DRAWING AND DESIGN IS VALID E FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES 4OF litpup CODE SECTIONS. SEE n AO& FBCR (CURRENT VERSION) FOR o COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these c documents that these documents be accurate, providing Licensed i Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 00 responsible for any plan errors, omissions,or misinterpretations N undetected and not reported to the Designer / Engineer prior to N construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1551 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. i CDV z M _ o z�z a t./) 0 Q) crn W O LUI-- o *� m W E F— oo U O) M C) CO c N Z . O o 0 00 sU--00 '0 n ti ¢ rn 0Qv rn Q o A I B D. N C H D C �.a_. D N �O U Z LU F.s w aLU LU V �I Z O m d x v Q --S! Cn. W a �LL 1 A 4s<I* U o cf� c co a 50 e J.f O `-� N � ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €o€o Z ui it U?oo ZF Q i 2 Z. Z LU OLu N LJ O 0 i W _ Zo YZ Z Z 0 = °wmoo ' o r) L rr / O a a N � T4 Z�z� L11 <W Q d' �� o0 z ,�-I LU LA tii Z � PV 2:gF Q z l- q ` S 1,0 Z o Cal ao g LU = Z SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. C S I l i I B, i� 1 F-7 T7: r c C d a LO cV 0 J a- tR 00 Cn E 0 co 7-2" 10" 6-2" 1. 2'-0" TYP @ 1 STORY A S3 H.B. 0 286 2868 w I - - - - - - - - - - `� � a- 0 c9 ? D S3 F t 8'-0" L NUJ N I I TIE 15'-02„ co I I 20'-04" I I I s 5 -0 O T. OP . W ` FAMILY R MjIr � DRYER VENT THRU WALL I I I R&S 2 CAR GARAGE VAULT CLG. , _ 5-SH HANSON BOX _ O CARPET f 8'-0" CLG. I p I O I I I I M ,- -- N 16" DEEP @ 36" A.F.F. OPT. 7 Nrs _ w `- - - - - - - � L REF- J -0" LG. = EDGE OF SLAB 2" I w I l O zo I BEYOND WALL I > 1 I I O^ I I 216" I x - - -f 20'-4Q I I co I I 2' 2" I K S3 I I 1 I to I l-i .... I I 20"x20" SQ. PILASTER W/ (4) N 1'-4T m ' I • • 1 / I I #5 VERTICALS. Q 2:12 SLOPE 4'-0" I I , I 9'-6' I I 1 1 0 "' 1 1 CLG. �?� 00 I E cri I U I / x - / _ I I I I I I I I GROUT SOLID. (SEE ELEV. FOR HEIGHT). 4x4 P.T. #2 SYP WD. POST TO SIT DIRECTLY I D CEILING , I Y I z O 2'_6" � Q 2 1 1 1 ENTRY IN CENTER W/ r I I I I ° I I I C -- I I D BUILDER TO PROVIDE I S3 I I I g'_0" CLG. I USP PA44 (TYP OF TWO) PATIO Ir ---� 11 i 11� D.W. I I I WH' iv APPLIANCE S3 Lt-�---_---_ PROTECTION WHEN G.T. - _ REQUIRED PER FBC - CAFE C-J o N o E cn O I ----- - v CO00 VAULT. CLG' K LO CARPET I 16'-52' I 8'-3„ S3 5'-104" 6.8. I I 3068 6" _6 (4) 2x4 #2 SYP STUDS FOYER O 1 I I C'? q `r' I "' W/ USP HTT4 @ BASE I TILE +4�-01 9'-6" CLG.5'-8' 10" H _ AT 7'=4'_ I o - - - - - - R&S - - - - -�---- R&S =a Z ----------- rn° w B. . ° ----- R&S ------ c> TYP 1 STORY @ W.I.C. LID Co 166 R&S N A S3 1(4) 2x4 #2 SYP STUDS _ I W/ USP HTT4 00 N AHU �� , 8 -0 CLG. 4068 B.F. 4068 B.F. TYP @ 1 STORY c 2668 @BASE I U) CARPET ,) I r�l 2668 A _ OWNER'S $'-2" � $'-o' 2'-4" 4'-2" T-74" 4 8.-o-" 4 S3 ' - BEDROOM M SUITE °° ' I ' " AN 8'-0" CLG. 5-SH o 16" DEEP �' 8 -0 CLG. CARPET BEDROOM 2 = A cn O CARPET LIN N C R o 8'-0" CLG. � i -- "4 "' N r , CARPETL c=n O oil 60"x36" f^ LID N E� SHOWER �A TI E - 15'-Oq" F_ 8�-52' TILE �0' in 10'-4" 2 5 3 ' 10'-5" 01 r` I BERGLAS T 00 AC PAD 31 o o 0URROUN P FIBERGLASS _C61 URROUND iv I TYP @ 1 STORY S3 25-SH HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2'. Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38� 18�X37�q S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20 X 72 18 j X 714 S.H. 32 27 1/4 X 26 26 X 25 } S.H. j 33 27 1/4 X 38 j N/A S.H. 434 27 j X 501 N/A S.H. 4 33 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. j 35 27 4 X 63 26 X 62 1/2 S.H. �36 274X72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 j 36 J X 37 3/4 S.H. 24 37 J X 50 j 36 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 j 52 � X 37 j S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 X 62 # S.H. 36 54 X 72 52 j 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. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 (D +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG 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 f7+34.0 / -44.8 WALL LEGEND MASONRY • • i 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 f1B1ff 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 !, FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ( z co - o z Q (� CU Qj �-� w p bO w 0� F E�p �V) m N W E 8 MM M m -0 _ Cn O _0 0 U 5"CO ca ioo <C rnvn v a) Q o A 1 MD. N.C.B.D.0 ., N N to O M n b ooN Z LY M N W Z z ap � w LI - i N ° w L� a V �LLo � L �`9¢_ C W 10z 0 m c 0.�1 ¢ � Nef �� 2 LL Z W a�r NtQ�eeepgf a d)�J� v O "t. S�N�OM �� O ❑ 20 0 No b° 01FlE e, >' 1 tt 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. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 2 V) �o 2 ¢a f 4 Lu UZOO z.Z z W W W oLu -J m�o zz L Q] r0 U /` f Z Z pC �\ CL 0 � CL L Z J Cl) W ul oho ) Y z¢Z a <� Z Z ,--� 25 2 a Co= J LU W L { ¢ W U Y V a N Q z W¢z MJ)0 0 m 00 Z 2 �f � SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 8'-0" 2'-84 T-0" 8'_521" I it MIRROR MIRROR I i O O i 50 00 O O O r n F- I I I � � oIL=j b O O co sk Ilk o+ 3 BATH 2 OWNER'S BATHROOM c a� v v N O r.4 01 T N I 8._54 U zM 0 — o z a 12 _ 12 5��� �� 12 ���5 HEEL 7_r�l 12 3 TAB SHINGLES. ROOF ---------- INSTALLED AS PER N —T MANUF. SPECIFICATIONS T.O.M. — — --------------- — HDRHGT.__ ___------------------------- --- --- ------ -------- TEXTUREDF I I—] 0 0 [:] E 0 ""-- CEMENTICIO FINISH F7 TEXTU EDOTH ON C.M.U.0 . (TYP.) HEAD / BAND 2" x TEXTURED 1F71 ( 1 1711 FE El � SILL/ BAND):,:,I I ❑ ❑ ❑ ■ ■ I I F. FL. 1 4' RIDGE VENT 12 5� ----------,------- ----------------------------------- 10- oo Z-0" 12 �5 PRE -ENGINEER TRUSS 12 5�j REFER TO STRUCTURAL PLANS FOR BEAM SIZE 2"X4" TYP. 5/8" TEXTURED OVER I MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. r I REFER TO STRUCTURAL PLANS FOR POST SIZE 12' r r 11, 2 � 2x FRAMING AS REQ. V RI POST TO CMU ° CONNECTOR - REFER TO " STRUCTURAL PLANS rn w U) w (2) 2"X6" TYP. ;': #` :� w ;.�..r ,; .• FIN. F R. SEE FOUNDATION PLANS FOR FOOTER SIZE — — — — — — COLUMN DETAIL FRONT ELEVATION - 131 SCALE: 1 /4"= V-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — —-------- T.O.M. -----_--- HDRHGT, TEXTURED CEMENTICIOUS b FINISH ON C.M.U. _ co (TYP.) cm LEFT ELEVATION - 61 CALE: 1 /4"=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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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. C7 LOWJ Z M O — O z�Z Q V) 0 w CDM C� �U — O wLh F (� U yE N co o O m w F- S d� � �O M Sai 000 L ILL co U U)ao Q rn v azt M Q o B D. N�c� N �D (� N CD M N 00 SM�Z Z W � z U) J_ .a LL o W Gz., WLU ��LLo a In Z y Cgs W LLZ a Q-N A W N M A gW pF�F Ni"C3" eye•.• •• E i •03 ' `R s �� �� C� O f � ;y W U3 : Qe z 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z za a� fF IU) z w¢°d� 2000 0 Z Lu Z p w z Oa f J O W LO ul L \ J W fzz V LLJ f Z Z C,5 rn 3 U UU = �/ Q uJ {ouupz a 0 M Ln z O �� U, w / n V-4 LL 2<a _z° Z Z ,"'I ° W3&�j <w� J W Q diQz8 z �o N Z 1,0 Z Rzo 0 °° O oo z g = uJ ` rn ,--1 a cn o SCALE : AS NOTED DATE : 4/12/2018 TECH: WAM ES VERSION No' 10 SHEET NO. 3.1 c as v v C14 O N n N co i m c LO N 0 co co 0 bo 00 oI N O co ao zo T.O.M. —__--_ DR HGT. F. FL. 18' RIDGE VENT 12 5� �4' OFFRIDGE 3 TAB SHINGLES. ROOF 6-0" _ INSTALLED AS PER MANUF. SPECIFICATIONS CYTCAIIlC r1 4' RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -- — - — — — — — — — — - -------- TEXTURED CEMENTICIOUS FIN. ON C.M.U. �_ � TEXTURED 2%0" (TYP.) CEMENTICIOUS FINISH ON C.M.U. 2" x 4" SMOOTH (TYP.) TEXTURED SILL / BAND F.FL.- — — — — — — — — — — — --- — — — — — REAR ELEVATION - B1 RIGHT ELEVATION B1 1 /4"=1 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 R906. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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. ova P7 O -- O Z N0 Z E3 z V) (D w +_J C� o •V — O w Lh Of m E U 0 (M 0 C> m N !8J E — S q) M 21 _ m cN O o 0 U e <o 5 a:co Cn-6 <C rn .: M Q o B D®� N -c N �O �yo czi, .0 0z ul Z WM� H SIN W Q � L� W _ -.(0m z 10 W V ¢-ECL Z 0 o 0 W9IUL Wav 611,A Co sip•\ 1 r � ��% • •� ''�,• •...F Lp •�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z W� is r z O wa�� ZZ ' g F— =ozz .0 J ' aw�0 LL O LLJLu " o W >g in J J U �/ o z O f J y / W S�Jm�a Lr) CC N rl z Z� Q yJJ�ce at�a Z Z I� *� LLUgLL W-a&� W _1 Lil7 ri diU1FZU LU � ELL O a g~o N Q z z z zo m t z w �Z p ao g = of rn v-i a (n o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. 3.2 co 0 N U) w 2" 1" cv ~ M N rn \ 2" N co -- 1° VARIES *NOTE: ONLY USED REQUIRED BY COMMUNITY SPECS. IF NOT, I�,,I DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N - N _ 12" CAP 1" RADIUS 1/2" RADIUS 31/2" RADIUS 3/4" RADIUS a 1'- a"� 1/2" RADIUS 1" 4" VARIES VARIES r Cl) M Mla rIN CAP CD 1" 1" 1'-01, 1'-4" M 22" i 12" VARIES VARIES SIN 1 1/2" RADIUS r 4" " 4" 4 a Mld' _ I' MIV 1„ )3'. 41" I I I I MI'd N �,� CO 3„ ITN 4 4 4 4 - 2 " T I ciLv M �f7 VARIES 12" 1„ ,,, 2 2 fIN Ch 3z' 1" 2 1/2" RADIUS BASE Cfl • _ BASE • 12.E *NOTE: VARIES 8 2" 3„ a FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 6 1'-6" T 1" C_n 24" • io , • 0 N 1-1/2" THICK 1-1/2" THICK JII 4" 101, = 24" cl� 14-3. 10" 6" N 4" J" 2 iv 6" 2„ 2 , (�I w � w L 7 1-1/2" THICK 24' r 2 -4' 4 52' 1,_5" 52" a oo IN 1 4 3. I I N iO IN C7 4" r' 12" rl�'j` VARIES VARIES 2° W_ � M i 22 rM • VARIES VARIES 4" 8" - r c cD R6" �- ri 1, 2 3, 2 4q Ikk KEYSTONE F11 OPTIONAL IT ' 4" GARAGE DR. OPENING T f oo KEYSTONE Fill OPTIONALv L3" 4" 3 a11 4" WINDOW OPENING 4" J7, NOTE:INSTALL OVER STONE, TYP. • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" C° 2 06 VARIES 2" 00 1 NOTE: III,FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10 1 -4 10 1 3" 1 14' 1'-6414' o CV 1 12' 54., 2'-1" 1, 12" 54„ 7iv k. 14 —I( N N O T N cli CV op o� M M r • 1" 12., N� GENERAL NOTES: M o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 v M 0 -- o CD 13 IC� l!l � p •0 U a W U N M CM M i 0 M QJ O o 0 t U- 00 0 ~o M o LO 2L rn Q o B DU) NC•BDC .N.N M �* Quo �' Z W zM. �P 1— �. �LL o LU_ N N (3 Ck LU � t atom � 3 Z Ncg� �w Z m -E r' Ga LLz a � �Q -: Q M C A LU N 13 it WWW.FDSENG.COM 00 0 N O N 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ zo Lu za �a t- w ¢ as IX -ZO 0O - JW J � 1Uz al J aw'� I— OwLLN i W Q oO zo Y U `• > ^ E Z g Gr Lf N o LU LU . o 0 0 C Ln U 5 o � /� Y JJ w wX 00d Sao- z¢Z� wU'jQ ujLa z Z W J rl LU Q L1J G C z <C7wp Z 8 oQr Ow N ��z Z Rom co 00 g = J z < LU SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY: BON TERMINATIOP NEC 14, 250.94— 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outiets upper to 20 amp ckts copper to WH copper to Dryer t Alu ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER FEFW WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET v HALF -SWITCHED DUPLEX OUTLET LO o SPECIAL PURPOSE OUTLET d DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET cV WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH R RHEOSTAT SWITCH a it CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE to o WALL MOUNTED LIGHT FIXTURE J O RECESSED LIGHT FIXTURE N LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN tQ, , EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 a l� PUSH BUTTON SWITCH (OPTIONAL) F[ PUSH BUTTON SWITCH - DOOR BELL o SD SMOKE DETECTOR `v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) m co TELEPHONE (OPTIONAL) L` © TELEVISION (OPTIONAL) o © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. CO i THERMOSTAT .o M ELECTRIC METER i NMI ELECTRIC PANEL CL _I DISCONNECT SWITCH o ® SPEAKER (OPTIONAL) cV CV `( ROUGH -IN FOR OPT. CEILING FAN v J r„ CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR LU G J OPT. CEILING FAN =IE W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER H.B. © V Al IKI VERIFY LOCATION _IRRIGATION _ _ _ _ ELECTRICAL PANEL GFI @ 44" A.F.F. I I OPT. I I I 1 I I FAMILY F'AQ GF - D. - --W - \ 2 CAR GARAGE /2ROUGH-IN FOR \ I I OPT. CLG. FAN/ ` G ----- - \ I I I G LIGHT PRE -WIRE FI — Q I I \� OPT. REF _ 1_ _ L _ J \ J U i GARAGE 3'-4 " GFI @ U a 11 DOOR I I I 44" Q � 11 GFI I I A.F.F. I I I I Ca.7 a GFI GIFI U.C. SWITCH I I I I I j FOR DISPOSAL I I I I I I I ILJI /�-•( — ENTRY I I FI 1 I II"' �I .Do GFI@44" L------------ PATIO I II I I A.F.F. CAFE I C - D.W 11 I --------- - — — — — — — — — GFI \ T DEDICATED RECEPTACLE ' 3 3 3 FOR MICROWAVE RANGE I I j HOOD PER SPECS FOYER I I 00 .-. __ _.�- WP I I I I GFI j 1 GFI I I ---- W.I.C.--i-------------- /C.M ------------------- AH I O S.D.D. r qP I S.D. S.D. OWNER RECEPT I BEDROOM 3 SU ITS AOLARM I ROUGH -IN FOR - SYSTEM I OPT. CLG. FAN/ BEDROOM 2 LIGHT PRE -WIRE 9 / � I \\ � � OPT CLG. AON/ DISC. C� I ROUGH -IN FOR \ / j OPT. CLG. FAN/ \� �j LIGHT PRE-WIRI WP LIGHT PRE-WIREVP GFI 1 AC PAD M. MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" CD V Z M CD CD Z N z� Q t2 E3 U�71' CD Cn (DIMa w �U — O w f o C)�� r0, N W E !_— U pp N c) N � M O o cv U 00 "- 0 ct m ao LO a v rn Q o A 1�F. B D® N C B D C N N V N 00 W Z mz ^'w z _�0? w w W N a _ Vl � N rar W ¢- Q Z 4 O o� Z Q Q A umZ WCD O v V O o ❑ WWW,FDSENG.COM 0 CV 0 CV cfl 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. L R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0O Z 0 o! �F Z Q w<U E U z �- =oWZ Q LIO,°D Ot44Uo U V ct L Z O Y \> V Z Z ILL W J a �� a W < J o 0 ' = �/ O �D ooCo J W $7 m a dyryy ZW0Z aa f Z Z r--I iO�LL W o' 01 !Z_L U Lf'� W � Q z Bb J ri tJ 1 E rn I.- � g~o (V Q Q Z LU lxtZ Z �No �0 Im � Z g W a W � T__4 U0 o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 0 SHEET NO. 4.0 W RIDGE _ L0 N O J N tR CO rn E 0 co N N W ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of o f vented INOf 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 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water- 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 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT, 0 V zC0 0 — o Z N z� Q a z to (D w }J •U - OUJ �v) C)O2) m N LLJ pO O o 0 \ fn ♦ J L lL CO 7 O Q rn C0 0. O CL rn ¢ o A 1 B D. N C B D c 0, LU v N �Noo Z W �� z r J T C a U) � rn"-o w LU N� N w W ELL a a Z 04 a UM N w dv U J, <,L Ob ES°aeYRE `141111 ff1t!!!11> To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com €0z 3t;1 za WazCr Uz00 Z ULU : � T0zZ O,0 awa,� O W N L� ZZ U L z Z O ,.> X z �o 7 Z 0 `� Q z � U = Y-1t 0 ILL. µoo0 F Y P g ') O o � �a Lr) cc µ{1.lIima U O Q N r� z�Z� Q Bozo ��� Z z W rl Li) LLI `� oa 0 & z J rl UI nl¢u<v 8~ N Q Z 0 ��Z *k dam' Z tu z 0 0 0p ° r 00 Z g t11 = 171 a UJ ,--I SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 3.0 SHEET NO. 5.0 v c c c a� v N O N I i m a_ x LO N O J n cNn 00 W M S-8" 2'-q" TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. 7'-1 H.B.t t no 8'-0" ------------+— —. —-------T' I --- ------I— ----1 ■ N N •i I in I I 23'-68" "�00 1'-1 a:'. ___ I • I I I 1� OPT. D I J�PT. UJ1 1 TYP@ 1 STORY I ��t--------t --I - ~I: -3 1/2" SLOPE iv U.N.O. r in in A I II " F S3 I : - + CI 1 :_ C_j I CD00 _ ■ : I INDICATES FILLED CELL w/ 3000 PSI— . CONC. GROUT FROM FT. TO BEAM CHASE TO I I ISLAND ..... BUILDER TO PROVIDE M : W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN KITCHEN ISLAND LOW WALLS K S3 APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC HOOKED FTG. DOWELS 5" EMBED �C — W/ 25" EXT. ABOVE SLAB "GRADE 40 4'-0" STEEL" I 25'-6" I 1 20'-6 1 6-8" 1'-4"' STEPS AS II r==tea I I11 r `1 Illo I IIIL—JIIl3 I 7'-5" 7'-1" 5'-8" '-0" REQUIRED I : I PER FIELD�II�Z I I b 2'-6" x 2'-6" x 1'-0" CONDITIONS I PROVIDE 1 Y' RECESS n� II II �, : ■ , FOR SGD. REFER TO cb I I I LL _JJI MASON'S SLOPE FOR N I : j , \ W.H. K CC S3 CC S3 I r W/ 3 #5'S E.W. O - S3 -.�:l I I I III III WIDTH II D.WI: 1 ■ I ° . I ■ - CJ I 1 11 III 19 — — 10 L3� ISCD1 ' -31/2" 31/2" SLOPE N s 4 -8 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"xV_0" W/ (3) #5'S E.W. PROVIDE %2" x 9" w L °P S3 HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR v ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC.I PAVER TO BE V MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3-8" 4'-4" I *17'-5$' ■ ' I I:. .... 36-6$' ......... go. TYP @ 1 2'-6"x2-6"x1'-0" I 1 STORY U.N.O. W/ (3) #5'S E.W. I CJ 77 'CJ - CJ —CJ -I -ME o ( HVAC CHASE LO BASED ON LOCATION tl I I re II} I , r II N CIL 0'-01, ■ 17'-28' 2 _g 2 _g 2'-118'Il ; : I JI { , " i - -------�-�'II �' • rn Y � ....... ...... -.� .... ......--J........... _.M ... _ ..:=====.. .. L.._1 ....... ................ ■.........: :.......: N:.......... ■ TYP @ 1 STORY H.B. S3 U.N.O. 3'-50" 1 2' 6'-0" L 3'-10" L 4'-2" L 3' FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN E W w � CONTROL JOINT DETAIL SCALE: NTS ;" #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 corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS ova Z M 0 — o Z N 13 Z >1 E3 U, z Cn C9 w U — 0 w Of (� o O m N W E - U winH 0 N c+) M _ a) U O o 0 L"06 rWo Q m in no LC, � rn Q o A 1 B D® X-C B D C ,-�_._.�,ve. _ N • ) O M z Z W M (V sL2 I:' U) I.- 'L,°4 = a � � 6 wr u u w LU Q rn- AUl 10 z V111, J�xj S♦ _I m LL W",d.)S G.0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o W f� LU Uz00 z'u Q vOzW � g J cao°J Z U�ujOD LCL z Z n z DC Q Z O C LJL F ` Q C z a J t!J U = T" °Oz o Lr) 0 E86 Ln ��8a a�J N z Q z < Z R H Z �&OFZ Jr-I LU LLJ z oU g1,�0 It ko Z Z 30 0 2 0° V 00 7 L g = O a g rn ,-i a (n o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. 6.0 it c v _ LO N O N N cD I it a� v v _ LO C2 0 J N v 02 t 00 (2) A CJ > U LO ce) U U ��1 CJ 1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 I EJ7 U(I 3/1D 6" TAPCONSTYP. BEAM TC ( (2) 2xl2 #2 SYP WD. BM. w/ 7/1 EJ7 FLITCH PLATE. BOTT. OF Bh FG1 I r ..... ..... ; M M N Ua m m m m m m m U U V y`�jLU LO CJ3V CJ5V EJ7V Ll"Ooe_ (2 ~Tr: ¢ ¢ .. .. .. ¢ .... ..... .... .... ..... ¢ ... ... M ¢¢ O * LO / / 1 I I -- ...... ¢ ¢ (2) X lu I EJ7V EJ7V EJ7V EJ7V EJ7V EJ7VA I F— d� � EJ7VA ¢ ¢ ¢ X O I EJ7VA EJ7V ............... .......... �" T a r ¢ � a EJ7 o ¢ EJ7 (" EJ7 T ZCJ3 J U kND (6) ICMU 6" OSB I. @ T-O" D CO. NER UPLIFT CONNECTION CROSS-REFERENCE 4/ia/1e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8"ANCH./1$ 10dxl-1/2 HTT4 2715 5/8"ANCH. I20 10dxl-112 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-112" HTT5 3225 5/8" ANCH.1(28) 10dxl-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37855/8"ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 -10d SP2 1 1065 605 12-10d SPT24 1030 12-10d HCP2 1 645 555 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) (+ 1O CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 11 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR STANDARD GABLE , FRAMING 1 � 1 j V ir I 2X TOP PLATE TO GABLE END W/ 16d a NAILS @ 6" O.C. + + + U- 2X4 STUDS @ 24" O.C. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM @ GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN C9 � Z 0 — o zC14 Z _Q a (D AV� w °u Qw �� ~ (6 C)o 0M 0 m N W a I— of 8 e) M CMco = N u3+ 0 O N 1' 14 L LL 00 o m Q rn U7, i Q C. B Iv N C B D C ;r "10 O (`D N C" 8 z W z° Z - LL �o � wl k• NJ g . ° w W V E a 0 UA m 1 .✓' Crti •� f� 0 b 0 ° .° CD n0F E: SRO �® To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z ax w z oo80 a Zw�� J CL =oz J awo� V' � m N Z Uo L z z yo Q£ Z LL a Z V)3 A LL O� o J W UU V— o ° Ln p Y �• M-2 �a J� T1 w�¢� Q Qa� 2 E) 2 Z Z `� ° !Qa2tt W J L0 r-i LI.J F LJ.J z �u�u.fz01- N Q Z C Z Z oS m _ rn � LU 0 a U0 o SCALE : AS NOTED DATE : 4/12/2018 TECH: M)AMES VERSION NO. 10 SHEET NO. 7.0 I � il�uii iA -- F-1777J17LIiFL�.L;`i it tl ,i�1�ii. .�. I � 1CfITT— ao W. E W g GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1B/1T FORM do GROUT SOLID CV U O .5 BAR CONT. 8F12-1 B/1 T 0 "V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 2 w 6F16- B/1T a o tNOMINA L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cT-f c precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 MIN. AT (1) RE.(1)REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O d d .M.U. #5 REBAR AT TOP 4 D ° ` ° MIN. (1) REQ'D 1-112" CLEAR GROUT QL L44 5 REBAR AT = y cn w C.M.U. 4 BOTTOM OF O ? w w O t; LINTEL CAVITY LU OTTOM o� (J o REINFORCING a ¢ "-- 7.5/8"ACTUAL PROVIDED IN LINTEL Z p w 6 ¢ m O 3:g � a D D <1 �o #5 REBAR AT BOTTC AS INDICATED 40MINAL WIDTH (VARIES) U)) r' LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-0" LL -8" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=V-0" G V Z Cn 0 — o z c°Oy z Q w z c/i C9 w �® •V Ow o~ F_ U is Cl)u m0 �� W F- o �M M co = ai O `o 0 U �0 -LL00 Nao Q rn u� c0 rn ¢ o A® B D. N C H.D C N N v h N 8'CCD,Z m yt W CS, ° � C,�z, ZU) in LL o rz7 w w a) ca LU LL o Ch V ¢ L Z C S a (D o o� Z . b - ¢ LILLMH ffi 01 t .' y'7�,❑ •,` '' W KkYC' DSEN OM El: F 1, O �v A•• e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MI ddr 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZO z¢ ¢� ¢ w it UZOO Z Z UUI U ¢ WW J aao00 OW W N F o L fir, Z Z y 0 Z Z C �3 �o _0 z o U J yo�o ism �1.1/�jOU Ld / Lu a �a0� ' V A J Z ¢ Z W 1 ¢a�� g0 z z .-� 3 � � W w 6-tt �ZO g�� n cv Q z z <Z RZO m 06 z :5= w ¢z LU r a o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 8.0 E a`> v v x LO N O N 02 :.1 LO it S LO N 0 J n 02 tR 00 r- W E 0 00 A NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVE R S HAVE BEEN CREATED ED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE T BE SIGNED AND SEALED BY A 0 00 USS 5 0 GS 0 FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. 1/ r _ 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ 1) 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) : 3 1/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116 "STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS; 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed, 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soiildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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 INC. PRIOR T THE COMMENCEMENT OF THE ATTENTION OF FLORIDA DESIGN SOLUTIONS,0 C M 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. (D V z M 0 z Z _Q a z t-n U U_ W °V - O W tJ) = E IC, U m W e) M tm a (a M U �? winE oL00 �Co `rn IL u7 v 9 Q d A 1 BD B N C D C . ,b.., N N M N M �Z WooN� Zo Pew z 5 Q �,„o - a W C� .d s w Ill > ._ �- s a n L � v rn I Z � z c v rL a� O co ZH�°N o LLH °�um -T ys r" e°� °^CO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �o w z 9 fa wa�tr Q00 gow 7 z owz J o.5 U O�o U w w N quo /� I- 0 f z C ^Q^ L.i Q o U _LU � 9 8O0 ti ;,va O ZD k 8 6 T� w�¢� Q aaw f Z Z w0 cy wo LLJ LLj Lou _I rl LJ.I Q Z N ~ a $ z N Z �z0 W O c0 QZQ 1 W = J a f rn T__q a cn o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15132" CDX ca 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking ° ° 1/8" gap ° k i FILL CELL- \ STD. 900 HOOK r- BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BARI HOOK ��� BAR 7�� Lj;-� r 2X TOP PLATE l� #5 CONT. FROM :1N � �L TOUNDATIHIGHE9T BOND BEAM BOND BEAM STEP 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 CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small 2" min. 2" gap max. � 4 max. /71 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. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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%" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - --- - - Under 2nd floor cohinnn wi Inds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non stacking walls N require additional wall or beam below.' consideration. Check local building �1/16 code for appropriate rn details in One 10d box areas=20 of high or--20 sinker N � lateral load. nail each side � 11 10 -0 at bearing. TANK -LESS W/H m _; I CORNER OF HOME >I GARAGE SIDE K, EI E s H C G O O O 5'-0" Q 0 ' STUB -OUT FOR 1,-0„ o LO 0 0 GAS METER O 0 � U O F N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Nu- 3" /10d1 nails at 6" In c. Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRIG. WALL N.T.S MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8 BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6, A 1�" ROUND HOLE MAY 6„ 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yi' 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 1�" 8 1'-0" V-1" 1'-2" 1'-2" 1'-3" 1'•3" V-7" V-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" 1'-2" 1'-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" V-1" 1'-2" V-2" 1'-7" 2'-5"' 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1 " V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " W-11 " 7'-11 " V-11 " - 1'-1" V-2" V-3" 2'-5" 3'-7" 4`-9" 5'-10" 7'-2'" 8'-4" 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I II I ICI I II I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM '' ° ° SEE PLAN FOR °. ° .. '.;. FOUNDATION INFO q ° d' STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1l4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE r—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�� LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION . 4 d TPVC OR SCH40 SLEEVE r_ PLUMBING LINE \• a. • d - 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 d n as G � -I I III d Q d. d /Ilyllwil III=T� =111i1 SEE FND. PLN. SIZE & REINF. (DLa z M _ o z z a Ln CD cn 4I J w p •V — 0 11' F- � v) m W �g N M mm asm -MCN O o0 ti m U I I 11 -00 LY ¢ m n fz - 0. rn Q o B D® N C.B D C /r N N CD O N 0 a Mm z F M z w Z U) J w IIX � 6LLI-T w — ��o a W V ¢ Z HS c4; a °w 2 o r, � as Z H@m. F. �.; s Li • °•° �d ��. w CSC * p • ; ; CAP zz 0 F S O e`���`��� E 77''!ot1iI i I I111q�`0� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 w� zg f� wa�ir Uz00 E U 0 z U Q Q _ In w z �OJW a. J iiw0co WLL Hm�o cu U j 8 > Z z 2: J 2: �..� a UU -0 = ::1 W O M JLU ' ¢ N n � gam Z¢ Lu goo z z N T-4 g5o�tj W L t') LL.j !S t� z �b u n N 2:¢ Q z 10 uu W<Z 4,0 Z CYzo a0 coz O 00 W = 1 z of rn ,--1 0- Ln o SCALE: AS NOTED DATE : 4/12/2018 TECH: M)AMES VERSION NO. 3 . C SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ OR tHIGH STRENGTH (U.N.O. OR %" GYP. TYPE "X" w/ (2)16d TOE NAILS EACH END ) ( °� @ U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @EACH END (U.N.O.) 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/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE (10)1Od NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW STUD BELOW TOP PLATE STUD 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)1 Od NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. —I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING E: INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .c SLAB & BLOCK IMPSON SP1 w/ (10)1Od NAILS SIMPSON SP1 wl (10) 1Od NAILS @ 6" MAX FROM END OF 2 x PLATE E 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 f `o CHAIRS (TYP.)A `'' ELEV. V-0" 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH I Ilk O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 6x6W1.4xW1.4 0 ° • � � � (2) LAYERS TYPE I OR TYPE II ° A.F.F. ° 2„ @ 24" O.C.) WWF OR FIBERMESH 2„ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. —1 I I I =I 0° ° ° ° I I I I= I =�_ T- D _ r _, �-L �- I I I —TI—I I ; I I=�I ,_I I �I ° I= = I �Ir ° % z a a a a ° d ° a ELEV.-0'-31/2" z ° ° a a ° a a ° a p °° a a A.F.F. p 31/2" MIN. ' n ° 31/2"MIN. ° REQUIREMENTS SEE R905.I PRE ENGINEERED WOOD „ TRUSS @ 24 O.C. U.N.O. ° —I II I III= _ ' { I =l�l I —�II =1 I=1 I II Lj=—I I = I=III r -11 TI�I I I I �I I III —I I Tf_�'- ° ' ° a 2x4 COT. ° ° a ° a a a ° o a I i° a a a s 4 �„ _ T � � - _ P ° ° . �==�1-131/2 (min.)- 4 °° —1-i—rti=rn' ° I I �—I I ' z o ° ° . �_I—�=1 lT 31/2 (min.)- 4„ °° --„ =III 12 HURRICANE ANCHOR EACH @ —� —I I' _I ~r'I I II i I I - ° ° a GARAGE DEPTH VARIES °aI, „ 31/2 (min. - 4 I I I I• —I (I I=�� „ _ 31/2 (min.) - 4 -I I I=I I _ I I - (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL 8 ° ° a ° _fill 11 I III�—{-I �I I III—T I I- —I I �= I I I JTj—I f►=I I I I J=I PL. UNDER EA. TRUSS a tr ° s I I -J I I -I I I �I I I'I-III-- (2) #5 CONT. 4„ .11" ;,'-"' "' 8" (2) #5 CONT. 4 MOISTURE BARRIER TYPICAL INTERIOR BEARING IN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLK"'C� TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION "= V_ „ SCALE: 3/4 -1 0 S3 "- '_ „ SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-O" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (R GE ALUMINUM FASCIA GYP. TYPE "X" @GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. JM SCREWS @ 7" O.C. SHEETSOFFIT 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �o N`N ��S (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C / FOR WALL HGT. <_ 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. „ 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR ,1 FOR WALL HGT. > 8-6 . CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR; G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER 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" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK (10)1 Od NAILS STD. 90-HOOK (SEE DETAIL IF NO UP LIFT ON @ 24" O.C. VERT. OR ( 5/8 x 6 EPDXY BOLT OR PLATE WASHER TYPICAL IMPSON SP1 w/ 10 1 ( ) Od NAILS @ EA. STUD 2x P.T. PLATE ^ TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR E SIMPSON SP1 * SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAPj #5 REINFORCING BOLTS 6 MAX ROM 6 x 6 W1.4 x W1.4 - w/ 10 10d NAILS - ( ) c., 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q I- END OF 2 x PLATE WWF OR FIBERMESH C ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. TYP. � ASSUMED FINISHED ' GRADE � PER MANUF. E N - ° z_ � #3 OR #4 REINFORCING BAR w GRADE 40 MIN. Fy= 40ksi d #3 & #4 LAP SPLICE u ° _ ° —III=TI- I 1 /2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ? FOOTING MONO SHOWN T ° D - JFINISH GRADE M — _ = A D _ I I ~I L - [GRADE 60 MIN. Fy= 60ksi] N 25" MIN. LAP [30" MIN. LAP] g LL' _ p I I I I—III=III o I I 1 I �fI=1 I -1 I F=1�L I LI— I I I—III—IJ ' =1 I I I ° U.N.O. FOUNDATION PLAN FOR LOCATIONS o p °o FOR CLARITY ° _ ______ _ °O _ _ ° o I=1 1=1 1=1 11=1 I I"" 11=� oo 6 MIL VAPOR BARRIER , I1 ° I —I I L((-L= -' I ° I I (=� -T '- I N z I I =T�I I w R 1 7/8" #5 REINFORCING BAR , _- I _ 1 I- I I- I I I=III=1 I I I -I I I �I I —I I 1x4 P.T. BASE NAILER ° - - - z III=1 I I-1 I I-1 I I-1 I I=11 I- _ c t r� #5 LAP SPLICE 2 #5 CONT. O r 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH =III-III=1 I I= I=III= NOTE: _ _ _ _ _ _ g ° D III= �= �=III= �= � N *FOR BEARING WALL '- • 1 ��=1 mil- III 11=�1=I I I=1 I —I I COMP. SOIL. (COMPACTED TO I u 36" MIN. LAP [36' MIN. LAP] ON 3" CHAIRS 8„ V-4" 8" (TYP.) FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB (=III=III=III=III= W/ UPLIFT ONLY _ _ _ _ _ __ __ _ __ — =I =I =i =I =1 =-- I r 95 /o MODIFIED PROCTOR ASTM ! �l�I LPL— I L LL,`I 1 I I I —I I I=III-J III -I 1L- 101, M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _ _ _ 1=I =I 1=I I=III=I I=I 1=I 1=1 I 1=I i I -I —III-III—I—I I —III —I I —I I—III—III=1 I I=1 I —III —I 1=III—' D1557) -��-� 1- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC30K MUNICIPALITY. TO CUT BLOCK OR POUR "-i l-IiI-III--III ;III Iil=ilil ITI ;III-i-1 1=111- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG _� 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'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Z I' co — II ° [ 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ o _ _ 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 (� SEE ROOF PLAN WWF OR FIBERMESH N S.G.D. (U.N.O.) r 6 MIL VAPOR o - I = = z_ �- min.) 4" 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS M _ a �r; e . BARRIER C 4 N ° ° GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. ° =�__� v — ILLFLI — — — _ — — — - - — rTrr r r i r—r i I—i TOP OF BEAM &LAYOUT DESIGN a _ (COMPACTED TO 95% I — — — - - —(1) #5 REBAR w/ OPT. SEE ROOF PLAN ;P _ — a C a A II_ MODIFIED ASTM D1557 _ - _ _ S RE NCLOSURE -I�LII ��—� (2) HTS20 FOR STRUCTURAL _ -I-L-I ( 1 3" MIN. CLR. -I I- I (_ I° 11- BEAM SIZE & e ° I 1 (2) #5 REBAR CONT. 4,r CONNECTION INFO M i I .. .. 8 �� ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. _ U.N.O. DETAIL) 2x4P•T I 2x4 #2 SYP P.T. FRAMING w/PLA I SEE A/S3/J/S6 s „III�rI "� I rL 7/ 6TE MIN 7/16" O.S.B. SHEATHING 1 $ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 w � SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > > w 6x6 P.T. #2 SYP J SLAB INFORMATION. " 2 HOLD GYP. BD. 1/2" FROM SLAB 01.01, J CONT. BEAD SEALANT w W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y2" SCALE: 3/4"=1'-0.1 S3 DEEP AND 6" BEYOND -- Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR 2X STUDS @ 24 O.C. U.N.O. •� SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT ° • -3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14 O.H.D. RECESS �. � 13 c O.H.D. RECESS _� � GARAGE ` ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS Q 1 r- 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 • r co N • ., EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, ,C TO FOUNDATION PAD _ MAT REINFORCING. r . •�' . ' ' . CONT. FOOTING STEEL r _ _ -. ,_,, Ii =1 � 111 I —I I .•... .. t I I —III— � _ �' '' Q. ' T III ; � � Tf :... ... • I � —I I � I r PLATE TO CONCRETE „ ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M ;o ? GRADE- j L= aY• 4 - _11T� .•a _ - I oo TENSION 120#) CONCRETE SLAB,,,,.E c�� FILLED SOLID (SEE PLAN FOR -_ -_ - a °° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7LLJ ° -I 1 ° °• =I =III=III=1 =� j- :• 1j (—I =IJ 'v ' • .' �j=l I —I ` ° T s° � �, WWF OR FIBERMESH �,, Z= 0 w 1—III—I =1 I —I 1=1 11=1 ILU I I_, . —I I —I I • .- ; —I I I- _ _ BRICK PAVERS or SLAB PER _ O cwiwi O o —III—I �' °• • SEE A/S3 OR J/S6 I 1 I I=„1 ,1 1 I1 i •' SEE A/S3 OR J/S6 I I I I I �,�, r 1 I TI= - ° 0-0 FIN. FLR.� COMMUNITY SPECS �T a Q _ _ - _ - - - -_ - - - Cl) 6 MIL VAPOR —_= i'� =1 =1 = I!, —_ - - - - - - w _- =I = - =III =III=III =- I I � III —III —I � I=III=1 I I I � 1=1 11=1 � 1—� FOOTING v FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _ _ _ I- I ,''I 11 .3, =III- BEYOND 1 (1 STOR ) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 STORY) 1111I I :.,1 �. ' PAD REINFORCEMENT l 11 T „� MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOW ( ) 1'-8" 2 ST RY ( ) 4" 411 A. SEE FOUNDATION 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 FRAMINGKCD12 PATIO COLUMN FTG. DETAIL rN 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°= IA" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Z M 0 z d a 0 C w •V — Ow r� E— NoN N M or - cow t— E �� Er M W co NO O (� w="00000 0) . U, S� rn ¢ o B D® N C B D C N N V O C" N V BE; N z U) Z W z �LLo-C, W LN .N o w W � =ems � a 10 Z o N � E� LLZCC Za W NaM A !!'p Err�,4 EE�dfv ` g QSF1N kAl rol < "0. `Y�r, $ : p V A'°•....... °'•• ��a iic cG��T4 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 Lu0 Lu zF Cif J � u¢o0 oo0 ZUZ5 L.0 0 W z Mc 0 O LLo U LLJ N °O J J Lu Zz N ro Z a ^� •}� 0 z Z J v W T� r W°W�o _ Y Lr) :D $7 f om b a Ln O "O oe a r%j^,_ � iLL w ¢ ; zuj a¢Lu z q air w Ln Li.j C- z-8 J r� LJ.I Ala-u�v a Q Z w¢z ,'F • m v Z g W = �z � SCALE : AS NOTED DATE : 4/12/2018 TECH: WAMES VERSION NO 10 0 SHEET NO. S3 (MONO) i ,I ' _T -T-P- 12 �-FYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND _\x t FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d DOUBLE 2x TOP TONEAILS SPACED 1 PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION J 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR o, 1/2" EXTERIOR GRADE SHEATHING —� R FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d N I NAILS AT EACH STUD I 2x P.T. PLATE r` �_4_ I 5/8" x 10" "J" BOLT @ 24" O/C MAX —� U" W/ 8" EMBEDMENT r, Cq 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2x4 SPF #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER t++ STUDW/(3)10dNAILS m STD. 90" HOOK IN K.O. BLOCK — V� KNEE WALL ABOVE MASONRY WALL DETAIL Lam= BLOCKING (TYP.) OOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. it x N 0 J r` 9 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 o = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE Cn GARAGE FLOOR SLAB LZ TROWEL FINISH SEE GENERALNOTES o SLOPE FORWARD 21 FOR DRAINAGE o Z—SEE PLAN FOR FOOTING N DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. W 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT / d a g d11 8" STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J oc T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2 ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE Li ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL CL DOOR OPENING DOOR OPENING EXTERIOR WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --� 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL d d d a DOOR STOP Lu ° ° MOLDING 2x TOP PLATE T GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. FI- SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 4g„SPLICE STAGGERED N C; 10d @ 8" O/C [A STAGGERED FROM BOT. ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4�)16d TOENAILS TO 70P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LES SIMPSON SIMPSON SIMPSON C 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 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 .S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 r SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR -02 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 wl (8)1/4" x 1 1/2" SDS (1835# SPF) 0:' • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ HDU5-SDS2.5 wl (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 p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 FFSP4 SP2 SIMPSON SP4 SP2 FF SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING P.T. ATE ° TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS /� RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 ° a 4 dQ d. INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SIMPSON SP1 r SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX i:��__2X P.T. PLATE I I \ 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE r 2X BLOCKING �—(2) 16d TOE NAILS A. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. c MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" � PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY — • J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 (D f M —o z�z U) z V) (D C" w ra p •0 w cis f B vC) -2 C) m N W ♦— t M C� Co M D CM _ O `0 0 p11 U U " 00 Cn Y r` Qtm0 rOg: rn Q o Al I BID N C B D C 0 N �O �+ N O N O MN - ���z Z W � z �� W a W cLL a � 0 Zcnor p _ o o ev� N E N O (]a Vf o w ¢ � Z �, LLM, � W Q N¢M = a j o �1'o1%%%11€11t10 �,Ff Nut i 0 4Co s cfl .. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www ten na rTa m pa xom o w zdd w¢aaf Uzoo 0 C, �j zw o 'J` 0 U�LOU z O a U �3 �z O Jf U = J � o p J � Q — 5�ma Q ¢aLu Sg Z Z u- �o Lij Q Z ¢r Wiz N Z a az ao m O Z W 2 - z `f v__1 CL cn o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO 10 0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1 /4"xl 1/2" SIDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w! 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL �� FOR SHEATHING DETAIL @ 24 O.C. BLOCKING FOR ' • FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL 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 @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1Od 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) 10d FROM LEDGER TO : ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS [��AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2 CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED X THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS O.C. RM8W/ INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD7 10d NAILS @ 6" EDGES AND 12" O.C. FIELD 2X4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" ri EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. Sj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) Zx FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2"' 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w! (12) 10d 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP N r M M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING 1 1 2 1 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 2 10d & O 2 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d ^ �j 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2„ x 4„ LAMINATIONS W/ (1) ROW UI (3) Z x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED „ W/ 1 Od NAILS @ 6 O.C. 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w! (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207' , L = 41/2) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) p s c G) SEE TYP. WALL SECTION FOR SCALE: 3l4"=,'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION 9 ADDITIONAL INFORMATION. LO LV 0 cV 1 r- r DIE NI MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT N_ O '— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1Odx3" O/C @J 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE °° 12 AND LOCATION) 6.9 MAX. a� E S5 CONT. BEARING GABLE END BRACING DETAIL 1i 4 . ` °. °II ° ° 11'_' II 11. ° 1 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. S5 \—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 r2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES / TOE NAILS AT EACH END @ /// 24" O/C (TYP) BRACING w/ (3)10d x 3" AT 0 z w 17 • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU ot-__ MASONRY WALL 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/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS If TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. � --- Lu 0 o 4 w w c� o ' C3 LU o o � CD o Q o WU'� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS^' ^ —liViV I . DGHRIIVl7 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NMNSUN SF L W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 V zM 0 z� z Q 0 U) C/".) w � p �0 w (D-ov ZD I— 0 U oCD Co w p N M r cum = UQ? y O O co C W < o 00 o 0 �CM �8-:!t M Q o Al I B D®Nv N *# /r N N tD Z W C? z 4 w LL o � W W "' , N o' 'LW V LL a a N _ O C c 0 � o U)o�� Z ���°' a LL, ¢ "' tE Cz Q co v "f` IN . 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. LE IM AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �ow <F w13� Zoo Z C �Q Qy� 2, W Z 7a a g OD �0� � w LLFF. N cc Z L 8LU 0 Z r ^ U Z Q Q 43 w .v -� o O = u J Z LuW Lu 9 °Oo 0 3� < Lu (V ' ^ Y-J• ryr LL U a ° TI E`z uj uju+ � Q aaw� �-0 Z Z I� � � o LLJ L ii LJ.j J Q Z U Lu $ ~ z < N �D Z �ZS CIO 0 06 Z :5 _ J@ .-4 a cn s SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 311 SHEET NO. S5 0 3 N 0 04 m _N J r- c v 3 Q N v 0 v w E 0 x 0 v c J y 0 U 0 0 I •o 00 0 N w Q 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX. 8° DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS tt\_if FOR CONN. DETAILS FOR CONN. DETAILSEt"_l 1 X 4 X 4 #5 REBAR ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" X 4 3-1/4" LONG X 3/16"� URRING 3/16"0 X 3" LONG FURRING _ LONG#5 FURRING REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAP ONS STAGGERED STAGGERED @ 16" 2X8 �P') ` ' BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO iX8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL `5"fD. STD. 90^ ` �I 90° HOOK (TYP.) P & CHORD, AND @ (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) 10 FACE NAILS 10d TRUSS VERT. NAILS WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO SHT. SDW2-K1 2" EDGE DIST. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAILEjl&� ' ` BOTTOM OF BAND JOIST TYPICAL 10d @ 1r/ FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 2" O.C. — J FURRING 41111 2X8 P.T. WITH 3/16"QJ X 3" +2 ' - NOTC @FIRST COURSE\—SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS 1: Q:r 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O, BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5A NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT 0 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 SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS ' : FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX .. SOLID w/GROUT n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS a SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" 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 (BRACENBLKGINTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 1 1/2" 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 Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD ARCH DETAIL 4' MAX. RAD. i SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE X 31/2" TAPCONS AT 16" XOV (2) 10d NAILS @ 8" O.C. FRyq TO TRUSS TOP CHORD (3)1/4" �FiVGT 1 0 5r- 0 rr '-Off SCALE: N.T.S. SS O.C. 12 + + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS INISH FLO QR ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >• � o '•� '� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° ° >.. #5 BAR '' � p Z-0" 8" + TRUSS + + SOFFIT • . o x �°D. ° s �, . ° a CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 9.10" ° . 4 a, IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP EACH TRUSS , a •' ' KNOCKOUT / ZN CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,,PROVIDE NAILS AT EA. E( (2) MIN. PROVIDE 2xND10d CONT. W/ . � CONNECTOR d� MONO FOOTING _ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - •' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT • � z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL A. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " 90 HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, $d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .: • . . .. �� �., . • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _. ,, ° s• , ,,' s• , 's ",, ','• ,, I. ",' • ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION a@ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HT I w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - L THREAD 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0" EPDXY MIN. 6" EMBEDMENT & O � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE Q < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP � � � "-' O U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o , v a A REINFORCING AS FOLLOWS: * SEALANT T ¢ U_ a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, ° — , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. Ilr � U z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL ° _ g EXISTING FOOTING (2) #5x6' IN CONC. ° �� c¢n FILLED CELL SMOOTH. DO NO FURROW. ° , N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV p REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f • o 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 L16" MIN.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U z co 0 z 2 Cl- z Cn C9 � w •v W O Ln I— �L/) - U o� m Uj aiO a) M v) co '� N = ai OQo UY � ,_LL00 O V co iz O Q 0) U) d0 u7 Obi Q O TWD. N N O 4t g (•'1 W 00 v N v, H a LU a c o a vcnrn � � Z 0 U2, 0 ? Z CP LLV) =5 W Q Nam Q p v 3_AjXVO 4 MENG. C01#1r o 0 ENG.�� �y" 1"•..\ �j CV U t9 W cb • '�• �' F •"• �. AOFESS\O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beading Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Z a r za o: a Uz00 FOOr¢¢10 SjZZ U� O W 3 0 O�0o FLu Zo i N ' QC �3 N C � a W U = u C1) _I 1 o J F w�ma 'Y^1 w / W a 0 N r� C) Z ` a LLo z ri LL Lu cr J t—I W 2:Z cw G LL ., V U g Who N Z �o0 rn Z J In rn SCALE : AS NOTED DATE : 4/12/2018 TECH: WAM ES VERSION NO. 3.0 SHEET NO. SS ua -ll I i,l i . r l� ili I—l—_1 I - - T c v v x LO c2 0 m w N 0 J N CO I CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. -----L WOOD TRUSS —/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX VV/ L- I Vu ` 1 I YY LU 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. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 SSES HIT & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE: NTS FIMPSON HUC41 Owl 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SEE PLAN FOR CANT. L-7/16" OSB FLITCH PLATE CONNECTION INFO7 REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR -- COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0, 0 SEE PLAN FOR CANT. IF INDICATED CORNER d SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=1'-0" s ., BM. SPLICE OVER �� CENTER OF POST MIDDLE 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" = 1'-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 PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILIS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. � 16" O.C. W/ (4) 12d COMMON TRUSSES. VATTACHED PER 2x BLOCKING BETWEEN STUDS 3 TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS EACH END BETWEEN TRUSSES Q PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS ( a2 STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL 2 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL STUD ) a SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 4> VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ o ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. N OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ LS TRUSS/ FRAMING TYP TOP & BOTTOM ti SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T10)F FLOOR GIRDER o NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx o STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING " I TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL A 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ CD 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °I, W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLErj2 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: NTS SCALE: 3/4" = V-0" SCALE: 3/4"=1'-0" 77 DETAILS & SECTIONS zg z�z Q a z vj U' � w U OW 8 yzrucN U o m N W N cM _Q? u% Ooo L ILL. 0 �o W WCL Q 0) Lo MQo N �D (O M ONO W U Z IS z :' �zd 1" -RD CIO � C ry a� ti o � Gra Nv a w W W >�'LLo a L 10z c 1 S O b w U) U) :9 E WL�or`�, Z W aN¢' Q Q6 a ►� ❑ ❑ OWN '�S ••�; � d •\ 6 !�'�liff II11111t\`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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LU W < d x 88Q O E 2� 2wZ 22 2: J aEU_ 8 W W N Q 8 W N z 0 zo iz LU Z U w .� U) uj LL �Y0 I- i s �� 0 L^ / (� 0] LU W 0 � ' N W 'W< 1� S��o Z W Ln W =¢z= LIJ Q Z 8 Q V N Z 0 � Z Cj 0 W J m r-1 a- U0 o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. D1 t d DO N 0 0 a E tv E 0 x E3 ^' ^ "4 WEATHER ✓E BARRIER & lARILY SECURE WEATHER RESISITIVE BARRIER TAPE FIA..E..lED NlNDOW) t t t 1 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv�ann��.a rul�nn��a 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) SELF -ADHERED FLASHING E AM Ce WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-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 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 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 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHINGHT SELF -ADHERED FLASHING M1106 FOUNDATION WEEP SCREED DECK JOIST MeOUTSIDE CORNER UN I 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. r prevent entry of water into thewall cavity or R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle fashion in a manna to ry ty penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL 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 C9 Z C'> 0 Z Q a t� z 0 V) (D Q) cr, w �U ow Ln :D o U o o m LLd 1__ p N M Cn M -0 CM7 _ U T p o 0 U nfo A--u_co Sao ¢ co rn Q o A I B D® W N � rw O V �.i Z Z Wa�oz iza U) r '�J� w 4 �"-o w v N R LU_ " w LLI > c_L Z O , v ¢' p cL ow N oQo liZ N cy> Q Q W N Q M- A N WWW.FDSENG.COM N 0 CV S 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. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o Z 0 �� Lo W faF W Z K 0- UZOO Z U Z � = U a J Cl)�o"JW VJ J ro a WW, 2 gWN _ m 0 L Q Zz w i Z L1L 43 N 0 -0 �/ 2 O \/� J W g y LF US OR0 J L ) n InZ<Z� vo J zi�N W Q Z 0,0 o�E Z Lu +-I � til it air � =LZ8 J rl LL! �( di Q Z H W < z O RZ Ro m O oo Z g = :d M .-a a (n o SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. W P cn M L O" Z3 CU Q Q I .� U � � cn e O 25 q Q March 20, 2018 C 25- 0 Q �,- > Re: Wood Construction Connector Compllance for 2015 International Codes & 2017 Florida Codes Q Q To Whom It May Concern: Q L Q Q VJ Section. 2303>5 of the 2015 International Building Code (IBC). and 2017 Florida. building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply 4th ASTM D1761 Test Method for Mechanical Fasteners in Wood, Both methods determine a connector's allowable load as the lowest of the following: 1, Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the bested materials; such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria forJoist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30t2018 when ft will be re-evaluated by Simpson Strong -Tie. Please visit www.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999,5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Psge 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0328 Far 972.542.4139 mw.strunatie.com ^W, W z �_ O O O L V! U m 0- O L, W ¢ W Z J z a SHEET NO. PA 1.0 � >��'�# � A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 H D26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470,4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HT518 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTSZO FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building. components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.g +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FLt5225.1 +87.0J-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FlberClassio, Smoothstar, ClassicCraff, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI WNndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FT.251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential W4ndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential N4ndCode Doors Vv6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL1153Z1 N/A (see inst shb 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0l-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES 6oral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 • FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did no demonstrate product rowel at Ian review. I understand that at the time of ins action of mesa products, the followin information must be available to the inspector on the P t P approval P P p 9 Pe jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE A G n Building Codes and Standards Product Approval Application Detail p� 1 vsrmle Building Codes and Standards Product Approval Appllcatlon Detail Fep.1 +n92o1e Building Codes and Standards Product App Fees+ lrarmta Fonda DspeMtant of Business 8 Professional Regulation Building Codes and Standards Fapa, ay traaole N L N .,..a U C 0 O O .� '^ Al ♦V v^'I O O O W O LL Cu "— O O O a� 0 ■ I� O W C �` 0— U O L V v V M� W W Q Z Z Q J SHEET NO. PA 1.1 Florida Depaftmera nt Business &Professional Regulation Florida Department of Business 8 Professional Regulation Fonda Department of Business 8 Professional RegulatioCn rCL Dean, Pandliss co o ReporCL product 0-0106M Olftift Resistant Product Descajollon co t App. Subcategory: 8wkpbp Exterior Door AaNnib9N ritlnr�rrrbldprxn,weanh. 8uMtehpory: Swinging Exhla Door Assemblies ,+d+,+'m+,vob9corwrhnb. 8uhCde9ary: Swkrpirp Exterior Door Assemblies; Produces � Approved jor Product ApDeb PINK111,10 FLOISMON a License proval Application Detail rF1.1111,16332411A Products o rQM Assurarma Apprared for Use QLWJW Assurance Appewnd for CU Ful"Is"M Produces Product No" figistaKalimses Product Dosorlindon Quidity Assurance Approved for Use Quidity Aulnummas Approved for Use Approved liar IN* product MOM. Number or Nam umbK or producit Description Contract E� pop CD t Application Detail BM?42NU Products a rFILIMS22244 Products Quieter Assurance, On OW 22WM product Model. Number or Name Product Contrast: Expiration pd& Immagnaft oMebnH EnplrraF1.0251411129 Products Amerold FW640M Produces Category: YVIndO,va (/17) 385-0900 Manufacturers C e Floras Deparbltsrd of &MA»ss d Probabnd Relpd6Non Pop l a 1 Bulding codas and Standards tmmle Product Approval APPlloslbn DOWN Jslfaam act lookm am Nm 2dLbo a m m mm mmmbd n Grid rENtMALmRr mark mina hi meet HGA� A1M ON! rim Res— 2M7 MwbrOwm ak Days erentsmnaer LVWRlarin,PE Eleven Lew P! 1002em17 100140017 10a0a017 0122017 Aumoved 0aeomr. 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