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HomeMy WebLinkAbout2930 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION pRA11.1NG SHEET Y OTIA Crw Gook., P,%3.\j0 r1. ��, , , �R>�1 GO�.Uf.�,^G1.F` .'��►'1 oRp1Np`NC�S CS COVER SHEET 1 FLOOR PLAN INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS D r_ :fat 1�= :- "ti _ F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Flr, Finished Floor PWDR or Pwd. Powder Room S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAD or Red. Return Air Grill Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or ROW. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. ALT orALT. Air Handler Unit Alternate FP or F.P. Fireplace FIR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF BK SH or Bk Sh Bifold Door BookShelf FT or Ft Foot/ Feet FTG or Ftg. Footing REOD or Req'd. RM or Rm. Required Room __ PA1.0 PRODUCT APPROVAL NUMBERS BLKorBILK. BLW or BLW. BM or Bm. Block Below Beam GALVorGaly. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RNDorRnd. RO or R.O. IRS or R/S or R&S Round Rough Opening Rod and Shelf r PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SO FT or SF or S.F. Smoke Detector Square Foot (feet) - ---=----' - " - �-`^--+-�-'--+--� -� - -- PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door - --r-� C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. CJ or C/J or Clg. CMU Circle Control Joint Ceiling Concrete Masonry Unit HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of SHT SL or S.L. SPF or S.P.F. SPECS or SPECS. Sheet Side LightsCLG Spruce Pine Fir Specifications H--,- - -.g000 _`._." _ " - — 5 COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. COMM or Comm. COMP or Comp. Column Community Compressor INT or Int. Interior KS or K.S.KNVaII Knee Sp KS or K.. Knee Space STO SW o S.W. SYP or S.Y.P. Storage Shear Wall Souther Yellow Pine EIDDE]IF: 771 ED] Lil 1:1 f I CONN or CONN. CT Connection Continuous LAUN or Laun. Laundry LAV or Lev. Lavatory TB TEMP or Temp. Towel Bar Tempered u or C.T.Cont. CT or. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. ThickenEE � 1771 E FE7:1 D a I I� EEI D or D. DB Dryer Door Bell LL Lintel Length Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry - - - 17 r FF-71E — DBL or Dbl. Double MGT Management (room) M TOP or T.O.P. Top of Plate �Ilul�l D 7 FE:11Ll DCF DEC or Dec. Decorative Cementitious Finish Decorative MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring _ —❑ F ❑ ❑ ❑ ❑ _ DED or Ded. Dedicated (outlet) ns Cabinet MC Medicine TRANS WDW or Trans. Transom Window DIA or Dia. DISP or Disp. DIST or Dist. Diameter Disposal Distance MFR or Mfr. Manufacturer MW or MICRO or Mi=. Microwave MIN or Min Minimum TYP or Typ. UC or u.c. UCL Typical Under Counter Under Cabinet Lighting y DMF DS or D.S. Decorative Masonry Finish Drawer Stack MIR or Mir. Mirror ML or M.L. Microlam UNO or U.N.O. V or v. Unless Noted Otherwise 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 N DVP or D.V. P. DW or D.W. EA or Ea. Diverter Valve (plumbing) Dishwasher Each OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional VL or V.L. VTR W or w Versalam Vent through Roof Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or WA. Wedge Anchor i 3 EO EXT or Ext. Equal Exterior PKT or Pkt. Pocket (Door) PL or P.L. Parallam WD or Wd WDW HDR or WDW. HDR. Wood Window Header m rn EXP or Exp. FBC FDN or Fdn. Expansion Florida Building Code Foundation PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener $ 5= FIN Finished PW or P.W. Pre -wire WWF Welded Wire fabric (Mesh) REVISIONS 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL a 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES e THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE g CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 8 Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed iProfessionals a clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our N N c Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. U"V2® Z c'� Z fJi C9 a--+ LL, t'a p •u — O w (n 120 � U M � w 'C" N c � d BD N= N .O � N U Z z Lila LULU aZ 4(.., O`d�n To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 20V Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 3z3< 3� Z i UJI a = iZ � `-' � w � o U, o = d- J, r' Z Lu J r-1 Ln rl 11.1 LJJ $8 Z Z zo Z LU rn ,-4 a (A s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO' 4wO SHEET NO. C"'t S O A 0 H.B. S3 EGRESS EGRESS _ � 111111111111111 IIIIC���IIIIIII _ 11111111111111 _ 11111111111111 //111111 IIIIIIIIC]III_11111111111111111_11111111111111111_F�C]1111111..11111111111111111_l�11111111111111_��1111111111111� -- -' E GLASS RROUND = STORY - - 1 PATIOCARPET r �'� �aa ■ I IOPT :. -.. 1 CARPET 1 CARPET;''►� - ■co 1 .= I��CA II ��'.•' 1 PET u ME 1 L 1 _ .. �■■I���� 11111111111�IC]IIIIIIIIIIIIC711111111111 O2:12 Ln FAMILY : i 1 o 1 . - - - ��• • 1. VAULTED Al I11111111r-JII`� 2130 _CARPET I_ n r . STORY 1 ■t-11� 1 I®I� © 04 I%X m " WALLS TO BE FLUSH. VERIFY IN FIELD. _ � =ss..a::::ra.•savvsrvu 1 1 r _ A 1 1 • ■ �� ��� HANISON :• DRYER THRU -.. • • • . WALL 1 h: , 0 © - • - •� Taal OWNER'S 1 •.. 1CLG CARPETCARPET 2 CAR GARAGE . TO .. a .��� _ _ _ �® M APPLIANCE PROTECTION - _WHEN ai�aa>-•� REQUIRED 04 PER FBCill IIC]IIIIIIIIIIIIIIIC]�a1I111111111111111C]IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIi111111111111C]IIIIIi1111i1111111C]IIIi111111111111C7111111¢�I�IIIII::IIIIIIIIIIIIIIIIIIIL! S3 D H.B.T A S3 101 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/ 1l2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4' X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI (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 184X251 S.H. 13 20X38J 18jX37} S.H. 14 20 X 501 18 } X 50 S.H. 15 20X63 18X62} S.H. 16 20X72 18}X71j S.H. 11-12 271/4X26 26X254 S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 621/2 S.H. 11­16 27jX72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 } X 37 3/4 S.H. 24 37 J X 501 36 j X 50 S.H. 25 37j X 63 36 j X 62 1/2 S.H. 26 37 1 X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 254 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 J 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. moor 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. is 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" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET uO SEE SN SHEET 1 t�,Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIIIII - .•.. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL GARAGE FRONT ENTRY 6 416 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN - V1 EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) '/ I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: 14"-1 r-0" (GARAGE / LIVING) C9 � M Z Z a. t /) 0 C 'i_- w (D C:) •Ch O w 0:� - NZD U mN a U.2 oc, . 00 Ci sD, N .O �o R� Z W`gg U) �. �aJ3LLIN d� Z O LL C�H' ZLIL�.�* v ;1 ! c � N U ��� .. � Q OF w W 0, r ti 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 ergineedng portions of the drawing pages beadng Engkreer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w 0, g� Ili Q Q_ g dJ °C O z u LJL_ 0 0 = C T_ o M 'Cr Z Lu . _jrl ,--I LA lL laJ �E i= Z � z z8 g ' t Z LU r-, ,-•,t a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION N0. 4m0 SHEET NO. 1.0 2'-8 " MIRROR U � ® z� z® a U) z cn c F-; U*I N. �21 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. —� SPECIFICATIONS 1' 0" ------ d— -- Akim 1101MININ 1 x 9" SMOOTH __r'J TEXTURED 7'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — HDR HGT. 12 - - - -- 5 12 12 _.- 5 _. 12 5� 12 5� 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL — T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. ---- +3" SMOOTH TEXTURED BAND F2 14'-0" RIDGE VENT ot) c?) 0 oD FRONT ELEVATION - B1 —-------- — -------------------------------------------------------------------1_----------- 0 2-0 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. SCALE: 1 /4"=1'-0" � RIGHT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comice 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. en Z Z a U) z �✓ c"N 4--) w •V — pLU N rz �rara u � U w M mo C' = m N � -� u� � o N N io Z W z PI LL 1 fs7 W — � LL a 3 0` LLZ U) e ,11i1oi l W 0 �WW.FDSETJ .rJOMt•., ❑ �/ lb to FL ' //'�'�//4ROFESSIONP\� To the best of the Engineers knowledge, Informatlon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ath Edition. Engineers signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z4 I'i a o U _O F_ �® /1 Q > LLJ " L `a w Q 0 z: U = O� <C J O ILL Z W ,..I Ln Lli J rl LiJ Q Z Z� 8 m 0 oo Z � _ ,-a 0- SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AMES VERSION NO. 4nO SHEET NO. 3.1 ICal IT, — — 81 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF - INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 SCALE: 1/4"=V-0" a> co g cV n I i m �Q 14'-0" RIDGE VENT T -- 1" x 9" SMOOTH 12TEXTURED FREEZE BA ND 5 7'-0" RIDGE VENT _. ..t,. .+..�r 12 DO 12 L '': ,v-'r­1­_��.—. airare �wck� Iwri+z+.c'.: _..1r.cc..�M - 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS e -- v - — __ _ _._ - �- _ _ _ T.O.M. °D 1 1-0„ 1'-0" HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED 10 CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED o (TYP) CEMENTICIOUS ap 60 FINISH ON C.M.U.ZD (TYP•) t� ----F.FL. +3" SMOOTH .Q TEXTURED a BAND LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G,C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES"* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water-resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation Is provided In the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA/ SO. FT. 0 L z z® <c - rain U) z In C9 C w •u — Ow N LU cM M ¢ CS L. pp, 01 Q ci E D Lua Z N '2 T U0zP N CP a ED \ . D C.@ X r NS� �6• : — Q' V ~ W W '�OFESS10,0:', \\\ 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 - Resklentlal eth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 8 H zQ -o: U z O� F— W " z � � J �OOe LU c]C a I- LIJ > 8 fZ `00 ID 1-q W O U Z :JW dO LJJ r4 Z Z * 't J Ln rl LLI W � Q Z t- IYY 8 00 QzQ W z rn r-1 a V Lu o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 2" 2" `NOTE: VARIES 1'-10" 1" CAP CAP N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY 1/2" RADIUS 31/2" RADIUS iv ih oo COMMU FI TY NOT,"� SPECS.1" DETAIL TO BE 2" OPENING VARIES 2" 2^ �, P 3/4' RADIUS BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIESa �N 1'-0" 1' OPENING VARIES 1 �B 0 21" VARIES io r 1" VARIES N pia 1" V-0" 1" 1 1/2" RADIUS 4" 'In /4' e �'� I I 2 1/2" RADIUS e = � r- c�iia r o� VARIES r' 1" 1" BASE io is �' ^rN 3" 2„~ • BASE N 1n 'NOTE: VARIES $" 2" 71 7FOAM 3„ TO BE USED ONLY WHEN REQUIRED BY a i� r COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" CP 1" 2" 2 BUILT W/ STUCCO. 2„ EDGE OF OPENING 6ItT= • 4 1-1/2" THICK 1-1/2" THICK -- 2t' 1 1 e a z r r 0) 7 1c r GD 2" N 2" 4" 3„ 2, 2 iv Q Q c ' 1-1/2" THICK„ yc; 2 " Z5 i a 5p, 2'" � 1,-5„ n= ="y 51" 1'-4B 3" = N io = its �a J Z 1 t 4 VARIES VARIES 1-1 Uj y9.1 > i • VARIES VARIES c 4" 8B P L g N N r 00 # �1 � 6" 4" KEYSTONE F11 o OPTIONAL r i KEYSTONE F11 00 O1 OPTIONAL fD i CAS (O Q'11.2' 441 " i i �]n JE 3"1 co �2-j■ 4" GARAGE DR. OPENING 4" .1 4" WINDOW OPENING 4" NOTE: e INSTALL OVER STONE, TYP. � VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' •Mee• • FOAM/ EPS MATERIAL IS c ACCEPTED c NOTE: U • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1 2" a FOAM/ EPS MATERIAL IS ACCEPTED 5j" 54" i S 3'_8B 4" T-0" 4" 'C ~ 1, 10" 1'-4' 10" o EZD xQ 00 = Z N IA N C c r N Q i N _— V) M r 1� 0 o N 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM w • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH V Z � Z Z a U, Z QJ v, 4--s w .O w t— F— U W M co M ¢M U, �o e DU) N C B D C N N I's C' z f,.t z,.]] Is Q L Wa>*. as LU V a �t Z pj; 9 9 on LU N °a o U � O WWW,FDSENG.COM ❑ O 0 N O O o the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residanfial 6th Edition. Engineer's 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.LennarTampa.com s� WZ ��eQi <^ 8ulj g %ft./ F - 3 a O i O SLUQ� XS L.0 fy o Z W Ln W Q z � 0 � Z � W — SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. F 1 v 0 n m S J 00 am ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP n M N 200 amp 150 amp copper to lights & outlets copper to 20 amp des •2 copper to W H 3 cropper to Dryer or 410 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14,250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. WP DISC. 10. Keep all smoke detectors minimum of 36" from bathroom doors GFI H.B. 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. Mj 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 13. All doors and windows providing direct access from the home to the pool shall be equipped with an \ W T - GFI ' US � '--?TGFI exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and AC PAD \ _ either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warningoo) when the door or window are opened.. \ R NG 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed PENDANT AS within 6' of the outside edge of a sink. This would include the receptacle installed for a washing \ machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the PER SPECS - - requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing - - IT 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 PA ro DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET w.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH _T4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE \ ' - INK / DIS F R ISP /C`AFE ` I D.W. \ / \ GFI L=_=� _-_-_---_-_ GF - GFI M --L OPT. REF. I U.C. OUTLET U.C. OUTLET FOR DW ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE '\\ 12 FA RM \ I 1 I WALL MOUNTED LIGHT FIXTURE C.M FMA ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Qt EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F0 PUSH BUTTON SWITCH (OPTIONAL) i9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 09 ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �0 ROUGH -IN FOR OPT. CEILING FAN G�J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT D ROUGH-IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE \ OWNER'S SUITE I ROUGH -IN FOR \ OPT. CLG. FAN/ GHT PRE-WIRFe BEDROOM 2��1 /111 ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE I BED OOM 3, \ 1 17S$AM C.M -------------- re j4 l J_ RECEPT. FOR ALARM SYSTEM zi @ 44" A.F.F. .r — r------------ h �}} I I� I I I I :GFI @ 44" � I A.F.F. I GFI FOR I GAR. DOO� GFI I 2 CAR GARAGE I I I I I O I DH VERIFY LOCATION j ELECTRICAL PANEL IRRIGATION - - - - `� �FI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER / �&OUGWIN FOR / OPT. CLG. FAN/ B Eb ROOMR41RE I I / GFI I l ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" U r Z Q t1 U, Z V^), 0 W cJ) 4--Jw �o 0 `L' � U W M myN C t~J M Q rn to � o Al MID•o N� 00 00 ZZ �� z U) aaar. ` J Inc Q `��^. �� LW Ch _ p� Z H �o'9 LLZ Q `Z .e N c W o� o c) V O WWW.FDSENG.COM Ii Ii 00 N 0 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 Cale - Residentlal 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z< J Q �W co E8 _ �>' Z J W O � U = rl O J Ids o." .cy; Z ly o w J Ln rl LIJ X Z tD 8 Im rn 06 ZtD � t-u 2 9 .-� a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AM ES VERSION N0. 4n0 SHEET NO. 4.0 m zz 8 Zi 00 tR, 4 00 ri N N C ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 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 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (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: Y4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics 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. U � Z c CD z9® z Q a U, z CZ 4--J LU •V — O L" F 0 LU U —� _ ■® N m N N ni v �n gi Q C M �� D. = N �D p� � a W Q `e LUV LL a Zp<� oo� LL ��,o ,,•• �R�'Wr�r� �. `W W W FbSE "...0M C{ti • c••. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 15 v �o LU L ^Q^ �E® Y 1 z 0 Z O UW 0 �196 � NJ. LU Z� Z J t-•1 Ln Z QV)2 z Z ru LUf $ 171 z 00 g SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AM ES VERSION No' 4n0 SHEET NO. 5.0 c v n n s Q a A H.B.YP @ 1 STORY . S3 U.N.O. r 4 I * \ I 2'- _ 16'-0" � 6' 10".' Cq " -31/2 /DISP _ _ ( : I ; ; ----- : I aQ Ln L ---—SINK . . F� ll o \ ` I I D.W. I I I • • r ili III ih A S3 ro o L _ " L _ — = J _ _ — _ _ _ I CHASE TO ISLAND I I I I I TYP @ 1 STORY U.N.O. '- ■' STEPS AS REQUIRED �. CJ L - - - - - - - - - - - - J CJ OPT.:: -I-PP CJ, : PROVIDE 1 Yz RECESS \ \ FOR SGD. REFER TO \ KITCHEN ISLAND REF. . , : ; ; • : • • • • • • • • • • • • • • • CJ-I ■ • • • • : ; : • ; ; 10'-10� PER FIELD I MASON'S SLOPE FOR \ LOW WALLS • • ' ' a c� CONQITJONS \ \ WIDTH I\ \ I .:::.':.'.: I `� : ' ' : ' o ,n \ 16'-10" I 12'-10" \\ INDICATES FILLED CELL w/ 3000 PSI `� \ ' J... ._ . . . . . . . . . . I CONC. GROUT FROM FT. TO BEAM 1 `� \ HVAC CHASE I ....... :: : W/ (1) #5 REBAR VERT ABOVE SLAB \ BASED ON SO.-O., TOP OF CONC./ PAVER T BE V il\L . . . ........ ■ ■ ■ ■ ■ 4'-0" 4-4- 4'-6" TYP @ ALL PLACES SHOWN \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 `�` PROVIDE Y2' x 9" SLOPE STEEL" I \ \ I RECESS FOR FRT. OOR L v o \ \ 2'-6"x2'-6°XV-10 in \ \ I 4�� S3 " 25'-10g" \ 9'-51 8" W/ (3) #5 E.W. F 16 5'-0" I CJ CJ \ K co TYP @ 1 STORY S3T \ I CC S I U.N.O. S3 (2) #5 REBAR VERTICALS w/ in T-6" x 2-6" x 1'-0" : iv : S-5" FILLED CELL 7 4' W/ (3) #5'S E.W. I 21-6"x2'-6"X1'-0" G I I W/ (3) #5 E.W. S3 I I OPT. D PT. I ; -3 1/2" I � SLOPE m .....I O ................. . 5'-3" 1'-10" T-6" I O s I n II o ■ : — CJ ; ; CJ : — CJ 4 Y r I : 3-1/2" MIN 3000 PSI CONC. I I ' T-7j" 6-5" T-2" ra rn SLAB FOR HERNANDO I COUNTY ONLY J °Q 3-1/2" MIN 2500 PSI CONIC K I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER ''04 35'-4" 20'-6" ■ , I SO.-O., I I :: I ' BUILDER TO PROVIDE 1 (2) #5 REBAR I ; ; I APPLIANCE VERTICALS 4'-0" 12'-1" ; O PROTECTION FILLED CELL WH• °P I WHEN REQUIRE D PER FBC 5'- 6' A S3 TYP @ 1 STORY U.N.O. nN 5'nq H.B. T-1 j" 1'-4" 1 T-1 FOUNDATION PLAN SCALE: 74'= V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LW CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf. bars shall be Cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Z � Z Z Q t1 U) zClt^o, U W cn ♦•-J w (D(10 .O w 1120 �— mv� U fM N �L� U o Al I BD. N N u) au ° toW LLLU f �� t \>>��yR 0 0 `FDSEIGG.CO ❑ ❑ Q' �•t,S F ,Qo► 4;. �d a'••. F L. •' 41 Iv t+ r�%,,QRJr L ,a�O x To the best of the Engineers knowledge, Infonnadon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 6 s CL L Z 0 EIIL� �® z a— Q � z W 0 'O d- 0 LL U 0*1 Zo 0� 52 � C J t Q a Z J T—f Ln �-•� W t3 �g Z O Z Z yrj 2 �LU rn SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4v0 SHEET NO. 6.0 F1 N 0 g N n h T.: I d H 00 E 00 UPLIFT CONNECTION CROSS—REFERENCE ro,z,ra 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 9-1 Old X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-112 HTT4 2715 518" ANCH.120 10dx1.112 J HTT5 4350 3740 518" ANCH.1 26 10dx1.1/2" HTT5 3225 5/8" ANCH.128 10dxl-1/2 K HD38 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD58 * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N IUS96 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 " 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-112" Q HUS28 2000/4220'* 1720/3125 *" 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-112" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14-10d x 1 1/2" MTW16 1195 1005 14-10dx 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Old x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X. HTS 20 1450 1245 24-10d X 1 112" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10- Old SPT22 685 8 - 1 SP2 1 1065 605 12-10d SPT24 1030 12-10d 645 555 1 -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 3112 & LOWER. LOADS — ROOF = L 1360 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) (6) (" .) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD of CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �2 z �y C�R�ER q z (A) INTERSECTIONS. SPLICING CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" 0 Z c'� Z a a LOIN wad Z Vn CD W .0 OW N U W m o e) M U Q x Q d R 1 / ♦� N .O W Q 9 W °- w z ]S$g o 0 LLWUlm � aN A ,0I F E • J �� VA N�, ;rWI/SRO To the best of the Engineees knowledge, Information and belief, the structural plans and specifications contained within these drawings oomply 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.LennarTampa.com L ZQZZ 4 F� C � U W d q J $� N Z ��® �/� < gg Z Z Lf „ S L O .� �../ O C Z Z U— LL— ~ V O Cr_ M � � T Z Z J Ln rl LU Q �~o Z Z z g Cal� Z r =LU yr '11O 06 ,-a a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 7.0 9 `s CN j t Q 00 W 0 x 00 X 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe verticaloa Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 1 e 8F441 B/1 T 8F401 B/1 T 8RF40 OB/1 T 8F321 B/1T FORM dr GROUT SOLID O /5 BAR CANT. 8F12-16/1T O "V" LINTEL DETAIL SCALE = N.T.S. C� — C ■ ■■ ■■ • • C C —_ C • • • • ii ■ � • • C = C C • • • • • • • • F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Lu 8 F 16- 6/ 1 T O Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT c precast III ntels - 3500 pal. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. 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. #S MIN.. (1)REBAR AT TOP (i) REO'D LEAR ALTERNATE POWERS STEEL LINTEL ° ° ° a ° ° M.U. #5 REBAR AT TOP 44 e • GROUT MIN. (1) REQ'D ° d 1-1/2" CLEAR o D ° e ° • r` J Q C.M.U. ° REBAR AT W • BOTTOM OF - y 4 o LINTEL CAVITY U O n U � L . � REINFORCING PROVIDED IN LINTEL ' 6 2 Z > > ZOZ LL PiIH D D ~ w 4 5 REBAR AT BOTTC 7-5VACTUAL 'NOMINAL WIDTH �o �o AS INDICATED (VARIES) y X 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 cementitluos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 6-10" LL O LINTEL PLANT SCALE:/4"=1'-0" '2 Z Q a Cl N i--i w Co �U — 0 W � U W M m N M � tM� Q U �o Al e D• N CAB ,r`C �� N �D Z LU Mk3 0 1.- 4, 0 9 ILL 1111151 to 4 -9 ­i5 M, R W �+�/Pj *%00 hF.� Q `� �� W z 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.LennarTampa.com ez O w� tr U ah J E6 m L /Qt "18�® r LIti ^C W J T O �_ V 0) r--I Cj_ � s o J Few— N J Z J rl w Q z Z a° Im t z w NS ° 06 g o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO" 4mO SHEET NO. 8.0 Q 00 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5, FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 6EMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90.06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 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: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 V 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 WAND 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) : 3112" 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: T 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 1 32" EXP 1 OR 7/16" TRUCTURAL 1U.N.O. S G 5/ S U 4 . 4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND S 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- 7l8" 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 spa* 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 ppr�ovider and need for re -Inspection and treatment contract renewal shall be provid9d. 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. Irriggationlsprinkler systems inCludingg all fuels and spI'ay heads shall nbt be installed wRhin 1-0 of the building side wall. 4. FBC-R R318.7- To prGvide for ins ecti n for termite infestation, between wall covering and final earth grad she I not be less than 6 inches. Exception: Paint or decorative camentitious finish less than 518" 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. rainfall dllubon.If rainf Iluomccurs mil eforevapor rretamrduer be Iced to protect against retreatment is require 9. FBC-R R318.1.5 - Cncrete overpo rand mortar along the foundation perimeter must be removed be ore exterior soI treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exted vq)rti I chemipal barrier,mu$t be installed afte construction is complete, Inc. udingr(andscaping and irrigation. Any soil distur6ed 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 64' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO ATTENTION FLORIDA DESIGN OL SOLUTIONS, INC. PRIOR T THE COMMENCEMENT F THE A TION OFF 0S U 0 C N O 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 1Y' 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. C9 V Z Z a z W cn "U - 0 w cn � U M In . W NM�M.� Q ` o A 1 dD " e o c �c � ;r � ,k o0 zV�1 N C z LL- LL. W V a .- rn 3 � ZO � o LLZ a °n W �a1 WN car 711 �.P To the best of the Engineers knowledge, information and belief, the structural plans and specification contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineers signature and seal is only for the structural engineering portions of the drevdng pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z4 �Zy�a uj < Z0 011 00""s LU g ^a^ Z CV J U = a Z W z Q Z sQ S rn0 06 Z g j = i5 � .-i CL V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. SN u x 0 0 n t2 m CORNER OF HOME GARAGE SIDE x of0 J co a rA EIi a 10'-0" TANK -LESS W/H H C G O O O 5'-0" o STUB -OUT FOR 1'-0" o ° ' GAS METER O o to � U O � (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, J 15/32" CDX PLYWOOD OR 7/16" OSB + i . . . . . . + + . . . . . . . . . . . RIDGE LINE 140 MPH (uft) 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. +. t -h + t + t t + t t + t t + t t t + t t + t t + + 6-4-+ 6'-0" + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r r / 1/8" gap r / r / ' ,x / FILL CELL STD. 900 HOOK BOND BEAM 11 w CONT. #5 >I HOOK STD.90° �(�� BAR BAR---" DVIVV DG/'11V1 J 1 CI� SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO _ CONT. BASE PLATE BEARING COLUMN \ SEE PLAN FOR REQ'D ,_� PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND .: 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" max gap 4 max. 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. wood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Ply4" i CONT. 20M )UNDATION HIGHEST )ND BEAM Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d_ - 3-8d 14" 2-8d - 9-112"_ 2-8d-_ 2-8d BCI 6000s 11-7/e 2-8d - - 3-8d BCI6500s® _ 14" 2-8d - _ _- 5-8d 16" 11-7/8" 2-8d 2-8d 6-8d 3-8d BCI 60s® 14" 2-8d 5-8d 16" 2-8d -_ 6-8d BCI 90s® 11-7/ " 3-16d 3-16d 14" _5-16d 5-16d 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite required when Indicated or max. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas--20 of high or-20 sinker lateral load. nail each side at bearing. g BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or IT beam below Load bearing wall must stack over -J/ blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET / Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block 10d nails SECTION INT. BRG. WALL require additional consideration,-- (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT 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 6„ A 1 2' ROUND HOLE MAY 6" 6.1DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-3" V-7" V-11" 2'-4" 2'-9" V-2" 3!-7- Any 16" joist 12 V-0" V-1" V-2" 1'-2" V-3" T-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" _ 20 V-0" 1'-1" l'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" V-4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL tea. lmw� Backer block (12" wide min.) �.. Nail with 10-10d nails. .Install tight to top flange. SLEEVE THRU STEM • SEE PLAN FOR •. • . • • Joist hanger �'. 7 �. a, FOUNDATION INFO ' • '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 _ -I Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height - ] requirements 0.6 X Joist p /depth I -JOISTS BUCKETS N.T.S. GRADE v A a. REINF. SEE PLAN LA/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 JOA° (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENETERED @ PIPE PENETRATION ------------------- hill1, _1 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. CENETERED @ PIPE PENETRATION /r-- PVC OR SCH40 SLEEVE PLUMBING LINE 4 'd .a kD z I • a • g Il. a a 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 b' a c ' . °' a as L •o - a — - r1 — a ° a v A — Q. s SEE FND. PLN. SIZE & REINF. U u, z$ z�® n z V1 U W N 4--J w � o °O w ( tz t— i� U M o _ M M (0 Cn 9 5MN U -5 5112 o 0 t; o Al I V� N Z 5$ �, w LULU io Z to .1196 UMHC"E < W ! /10 a \\a,�%R 0 IV ❑i NiWW.FDC c) r ���7�ROFE SS�O������� li/1111itlt" To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. 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.LennarTampa.com gli J 00 L ^ W z z > f1 � z zo iz O U M a O r-I U S zw Z J *^'1 LV M� rl LU Q z z 0� O tp 00 z LU _ rn SCALE : AS NOTED DATE : 10/2/2018 TECH: M]AM ES VERSION NO. 4nO SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 > (2) LAYERS TYPE I OR TYPE II 1 tr .. ' n (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH " TRUSS (SEE UPLIFT SCHED.) W/ g• - — gR- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT f GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. jN.O.2x LUMINUM DRIP DGE LUMINUM FASCIA SUB FASCIA EE SOFFIT SCALE:3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3l4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, 7PF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR "GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" 1.4 x 6 W1.4 x W INCLUDE THE WALL A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS 2" Z �31/2" MIN. �31/2" MIN. ELEV.-0'-31/2" A.F.F. up _ n ♦ ♦ rr 1/27(min.)- 4" � e j � res p •ti•� •. ra Is ur•-u r u-u, ur-u 1=��i��ll Ilil'=z•1 �ilr' 11�II•�IIr-11�11 n=11:•-' TYPICAL BEARING WALL @ STEP @ SHEARWALL M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL,-HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH A ' 4" - 1­­ Nil= j-�V- -111IM11 11;��1=�11=11=11=11=�II�n= AS ME oil • SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,�M�N o�5 1 ROW 2 BLOCKING MID HGT SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN ( ) x @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. s 8'-6". (2) 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING @ 3rd PTS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR � �� BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8 -6 . FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c`t�, LAYERS WI TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. �8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" O/C WI 2"°X 3/16" (10)10d NAILS BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK V3500#, /8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE / 7" EMBEDMENT (MIN. SHEAR r-TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. TENSION 2600# rkC 1x2' PT WD FURRING @ 24" O.C. FINISH 1/2 GYPSUM WALLBOARD IN FILL CELLS(SEE = O U.N.. FOUNDATION PLAN _ FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR rn MUNICIPALITY. CURB DUE TO SLOPE F3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ' ♦► = Z 6 MIL VAPOR ► z BARRIER f ,� p 1 D g COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR 02 ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA EMEME � SCALE: 3/4" =1'-0" 53 a Do o OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--� BLOCK WALL BEYOND 14' O.H.D. RECESS ;q z rj :. 4e SEE AIS3 OR JIS6-'`I 0o FOR REINF. INFO. 3"MIN. CLEARANCE 01 N 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 0 1 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING •• r 0 d stir � • --- - =-- ==-= ==�= =--- --BAR � • • � ,, • -, mm, GRADE 40 MIN, Fy= 40ksj x __j ��� • ►� ' I a �II�II =1>< II�II�- IIoIL ... • 'u�in►,1FINISH GRADE -�11=11=11=1� ,;=a=11=11=11' • • • • • r-1! III ��. - -- �, II---"1-�1�1►��► L -11.�1 1[.� 1I ► • • • Il�lit- II�11:••'Ih11�1..:.:__:.:.:.,:.:.:�:.:.:_..._...:__:.:.._:.:.:�. � 11. -11 �Ihllcll -11 • - -II 11. ll�lit�ll 11 �1 IIF II II Ih� 11#5 LAP SPLICE • �1 null 11� • 11=II�IIII� -- MEME aar-u u, . u:-- n—ME��Ihll-•II�II �nr-1 ' REINFORCING•1 HOOK #6 LAP SPLICE ■ QEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-011 ?LAB INFORMATION. MEN • 12111111 �II'�11=11�11=1I'=11=11 _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E v CV ' Cl) _ i• —77 e 41' T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR RIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH _ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN a a. SEE ROOF PLAN c °, ' ° v A (2) HTS20 FOR STRUCTURAL BEAM SIZE & 1 a CONNECTION INFO M d' a P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0 • CONT. BEAD SEAL)* a INTERIOR •-31/2"� CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � A C th 6 MIL VAPOR = - i'- BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE AIS3/JIS6 g�� z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE CC a SEE TYP. WALL SECTION FOR ADDITIONAL j a� 6x6 P.T. #2 SYP SLAB INFORMATION. _­*� o W ABU66 SLAB STEP & RECESS a S.G.D. rm SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD C _ 9 a INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z - -_ - a a ) t-�, FILLED SOLID (SEE PLAN FOR ° _ a `_ 6 x 6 W1.4 x W1.4 ca ' SIZE AND REINFORCEMENT) C7LU ;III=III a ,� �- WWF OR FIBERMESH �,� Z a w W I_I I-1 III=1 I —III —Ili w ° BRICK PAVERS or SLAB PER /-COMMUNITY SPECS Cf) v go " -III=1 ! - - -- • ° a =-_ __ - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0-0 FIN. rLM.CA 11111-/ I I-1 —III—III—III—III I I —III —III—_— OOTING � =1 I I III=1=1=1 I=1 III—III=1 11- I I-1I I� II I III II I I� � I I I ,I I —1 I1-11—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 (D z� z�® z a z V) U CZ C 4--' LU ra o -U — p „ . sa ra U W mn M M '® x o o ¢v D. "C.",D•JC NN N z /y lyU) W 4au 0 a cr'in ° Z O EMEM LLZ a W E ro••S n OFo - U �0 �f��i,QROFESS�O�a It ``` 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com W� as J LLJ z 2 I— 3: ZQ o O � 0 Z R9 � m- P o 0�� ILL Z J r• 1 Lij Q z zpg 8 m 0n �p Mf Z W tali Tw"I V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO• 4m0 SHEET NO. S3 (TYP)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 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ n PLATE EVENLY WALLIS 11/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" J92x 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 (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3)10d NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON d) WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD N 2x P.T. PLATE ;Z 5/8" x 10" "J" BOLT @ 24" O/C MAX z W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 3 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) k—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. J I MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE o GENERALNOTES SLOPE FORWARD FOR DRAINAGE N N C W 3 LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN TO OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑F5 ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 ,) KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 OWN • . -, - • . 1 • •MEN � , .. • - . • • —II11 1111— MEN IIII �II�I �IIlI IIII MEN �IIII IIlI�. ■NI III■■ IIII� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T LU 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 _ Ilk MOUNTING BASE DETAIL SCALE: N.T.S. 4 SCALE: N.T.S. d 8 • a • n a 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. T� sFF 7 �pOw 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --i O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8 DIA. x J-BOLTS AT 6-3/4", 41-3/4" , 71 ,AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE rOP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 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' 1 (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 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 12 (TYP,) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMI�SON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD g CL 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM UPLIFT CONNECTOR REINF. INFO. E PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48°41PLICE STAGGERED N. " �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. SQ F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 Qo 4 INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Pi SIMPSON SIMPSC SP4 SP4 LLIINTELS a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ..9,0 • 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 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G • 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 rN SCALE: NTS �S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED �zo J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE // 2X BLOCKING 4 I I 2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY " K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) oSHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 U t z Mo z ¢ a U, z V) (D cl Q) cn .� o � w c 120 [[i U M N W M U ¢ �§ O e D. N �O Z Z z 4nW s � Oman LL �o i:i a W �. �. inW LL Z C� LLM Z 4 W N ci U O �Q1� El WWW.FDS L�OIII`!% N v •• - ��6 C � cj o J 6 i • 5�A1 F LO A lll11 o the best of the Engineers knowledge, Informe6on and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth 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.LennarTampa.com W a 410 �\ 19 in. F ssaas i z � c: c N � W m _ Jfn.. Y 0� Z J ,N-i ,Lr)—� w a �r z z8 4* t0 z 0n 06 g N o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS 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 H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA wl (18) 2"x4" 10d 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 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d x 1 12" AT EA @ 24" O.C. 7 NAILING SCHEDULE FOR OUTLOOKER HEDULE @ 24" O.C. DETAIL TOP CHORD 14, SHEATHING DETAIL OR SHEATHIN G BLOCKING FOR 7 FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)113" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/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 AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C.EXTEND 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 H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON 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 GA GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1003" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR 7/16" UPS THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. ZNMINTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ,,r 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/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 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 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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) wl MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS 7 2) SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) / AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. 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) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () (2) 16d ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 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 HGA1I w/ (4)1/4"xi 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J t_ SEE STRUCTURAL\ r @ " O/C ON SHEET S5 FOR OUTLOOKER 24 X-BRACING, AND TOP & "' M " NOTES AND NAILING N NF TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION � '° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ I'll 1 11 ". 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" " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS 40� 4i/� 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS 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 E ES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2)16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED ''r=� Z 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 - ____ f>sCONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq 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 2x4'7" 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 1 Odx3" @ 4" O/C (2)12d TOENAILS IEXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. N rn G 45° 0.0 oto 3 MINIMUM 2x m CROSS BRACING (SEE PLAN FOR LOCATIONS) FD (2)16d PER JOINT p2 O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri 12 i 6.9 MAX.,. 0 x 001 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1Od PER JOINT 1 Odx3" O/C @-/ 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 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I .�� III ' . III 1- rI�.• ° .I• \� �' � • . I a• ° I� � .0 ' • . a. •II n �° I • • I •• . •' . a.. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ot--- 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 gn GABLE TRUSS WEB J SINGLE'ILI' BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. �IIYI� EVAliiii�� 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 2411 01011 - 3'-0" 3'-0" - 6'-0" 6'- & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/7 SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS -I.VIV 1. DCMlSIIVU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0° MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2wl (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 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 ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9LO zCn zl® z a U, z V) 0 0 a) — w C13 0 Ow U w ~ mo o M p C M N a; B D. N_pp N � V1 N Zo a O z Ei zo 1z inZ0�� 42 m o Z in a a W Na`�' o o \\11t11111t1 `a' If//I ❑ ....►,, �. i Z Q� G P T, r U \Q' g F l-0 •• /t//11111{It1 � To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings oompty with the 2017 Flodda Building Code - Resldentiei Bth 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.LennarTampa.com ao Z< N oC F— ¢ � x -0rjL1Jo O U = (D Z Q :dui H U��� °� � I Q� Z J r-I Ln rq LJ.I z Z8 Id 0 l0 06 Z g = SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S5 N N o �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 00 DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 P•T TO SHT. SDW2-K1 Mom' 8 DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3/16"� X 3" LONG FURRING FURRING FURRING 3/16"0 X 3-1/2" LONG Ifs REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 TAPCONS (n'P') X8 TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDLL11XB „ @ BLOCK@ SPACING �� 1X8 P.T. STAGGERED 16 O.C. 1 DETAIL O.C. 2-ROWS INTO 2-ROWS INTO " 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2° DETAIL MASONRY THROUGH �� 3 DETAIL ` STD. 90 D. 90 HOOK (TYP.) " @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" METAL SEAT PLATE iX4 P.T. TAPCON @ 16"vlt LJIL NOTE: O.C. & 4" FROM 3116" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( D BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS „ 1 X 4 10d @ 12 O.C. FURRING — 2X8 P.T. WITH 3/16"0 X 3" +2„ NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. LONG TAPCONS ' 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. ' ` INTO BAND JOISTD& (4)1R/4'x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4"DETAIL NOTCH WEB AT THE t5 FIRST 2 COURSES ' ` BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION KH 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16110 # FOR 2 STRAPS • FILL 1St4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8° SOLID W/GROUT ' , 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1l4"x1 1/2" SDS t -1, 1/2" DRYWALL -- * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. •.. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL • OVERHAN �, ' CONNECT W/ 8d NAILS BRACE/ BLKG. .A N.T.S. .�• . ' INSTALL WDW. SCREW ANCHO 2 X 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH � TRUSS AS SHOWN FOR O.H. UP TO 2 -6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4 MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ V FRjy TO TRUSS TOP CHORD AN MIN. 4" EMBEDMENT AT 16" O.C. + ENGr 11-011 51-011 SCALE: N.T.S. SS 12 + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • • .. '� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >.► ' ► „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS • • ° ►.. #5 BAR . '„ ,„ 2 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12dNAILS + + SOFFIT + i r ! p • D• 1'0 • ► ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , EACH TRUSS ► • . • '► IN TOP o UPI ►•� KNOCKOUT / c� - - CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG."BRACE B PROVIDE MIN. PROVIDE 2x CONT. W/ s� CONNECTOR �e _ •' ► •. x (3) SIZE AND RE NFMONOPEROTING • PLAN VERT. BRACES WHEN HGT. OF T TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 BUCK (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • • • ► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAXPLAN PRECAST LINTEL .•. A, STANDARD 4 90' HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .: •. . j • ., .: •., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , ' •, ' �, '• ` 'I ,• ,, •• ' ' � , , � •• THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL _ MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4 -1-0SS SCALE: 3/4"-1-0SS 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"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W,W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) 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) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` .Cn 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 10 2 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL > ; ► w a REINFORCING AS FOLLOWS: LL a j * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ° g * PRESS PANEL REINFORCING INTO PLACE. p► v z #5x6' EMBEDDED INTO 6' MIN. LAP SPLICE W/ ' > ► EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL vai in FILLED CELL SMOOTH. DO NO FURROW. , ► " `V DRILL 34'4" MIN, HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►, SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . e'► W,;. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: " z \ ' ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 v TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° _'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ► (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"- -1-0�� „_ - SCALE: 3/4 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 Z z�® z a Z w f'� o •0 w N Ln � w !-M M m04 P M '® = N 8w� �¢ c e D. N N o Z `" 1­9: z wj a Us as im Z. O rn e� LL Z W N c NS _Q•�0. pFQ� r U i F LO 'e" � //V!�V' ll'90FESSX0" /1N111111111` To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - ResidenUal 6th Edibon. Engineers signature and seal Is only for the sWcturel engineering potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33601 www.LennarTampa.com $ to 0 O � C �3 N W a1 u) J_ $ rj ON ZLn L Q Zg 0 �O 06 z Z g tj = �8 $ rn '1 0- cn o SCALE . AS NOTED DATE : 10/2/2018 TECH: M]AMES VERSION NO. 4mO SHEET NO. SS CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B 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 LAND S NEXT TO LAND INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST G. TRUSS --I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5 DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE C c DIRECTION TYP. —� -o 00 E5 m x a S I ao `----/—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN `AL SHEATHING PER NAILING RROPE OPE K4 CONT. W/ (2) 3d COMMONS AILS EACH TUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX CB DB- ••I G-IVbI `W L..l1V1 I r1\VV7V •VILLA 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. 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 Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS USSES (2) 12D NAILS —t AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 111:1111:14_lti' BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS jSEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD 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 OLVARIES iu r-zt-��-rrrrrsz-c�zr - ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d IAL COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x47 TOP F FOR CONNECTION INFORMATION. BOTTOM CHORD PLPAF VARIES SEE PLAN FOR WALL LOCATION `— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO 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 EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BMW 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 Q a SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEEFOUNDATION PLAN FOR MORE INFO X� COMMON BMW ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4, HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4 (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN777 ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • • SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 g SCALE:NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. L PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS 1\� DETAILS &SECTIONS z® a z CO C:t/) a) U 4-+ w M o .0 w V) 01- F12 �N m N Jim U u_ .00 F. ( 0 Bll D. IV N � l LU 4j¢�� , 0 ioz pM o E [L Z � a LY NaM a o o ww f ❑ ❑ `���X� 0R0 W �l���i� 1-1 �N S '. �• �Oh O�Qc i - PX\ O: �OFESS1011 ��N\\\\.\ \ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drewings 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za f� I� ka o zW!Q 91 goao Bluff L U) /� I.dI� O j u U N "a "0 r� LLJ U) OV W = CW o ta (.Q. 6 cC k f-4 s' s s Z dc�j+ W p J 7- 4 w f d' a Z z lz �� log m rn 06 g = 7-4 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. `' ^ 1 14 WE ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"A" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND O OR EQUAL WEATHER PROOF CAULKING O' WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL W1307) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING 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 8 z WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING W � RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING F_ SELF -ADHERED FLASHING INSIDE CORNER 0 Ground SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) - Water Resistant Barrier SELF -ADHERED FLASHING L>< Lath PATCH - Sheathing Stucco ° rtN ° ° , a N DOUBLE Q ° a n JOIST °a a ° SINGLE WOOD BEAM JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° SELF -ADHERED FLASHING 1 ° a A I 22 2 ° ° < a 3 MIN ^ 3 SELF -ADHERED SELF -ADHERED 4 m FLASHING FLASHING O 5 SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING �' • FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER • x �I a DO 001 NOT USED 01 NOT USED NOT USED FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance With ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z Z Z Q a N 0 Cl w [� o "u w OLn 0 � U W M � M _ WW~ M roro�ppC> Y 04 Q rn Ln `vim d pp� L N N � z U) /Zy ) ii LL 4 Q W V¢LL �d -f BOA �y yrny �3 0 UMZ viECP Q N A W WWW.FDSENG.COM li li CID CV _o 0 T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com g�g �o n a O /'\ J 8 Z C N � � LL- 0 o O =� CCR6 LV W S 1 o� N Q ?j Bg5< 5� Wit Z Z W n ,-t In Z di Z o r� $8 sq co 0 0o g tu- W = •� a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. W P T, • Mardi 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes d 2017 Florida Codes To Whom It May Concern; Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) species that joist hangers shall be tested per ASTM D7147 Testing and Establishing loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Teat Method for Mechanioe/ Fasteners in Wood. Both methods determine a connector's allowable load as the bvrsat of the following: 1. Lowest ultimata of three beats (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 materiels, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when landed material properties exceed the specified properties. ICC Evaluation Services ([CC -ES) revised AC13 Acceptance Crileris for Joist Hangars and Similar Devices in October 201 a to incorporate a metfadology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-eveluabng wood construction connector bads to the new standard to update our product evaluation reports to the 2016 [-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 2016 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until t3f30I2018 when it will be re-evaluated by Simpson Strong -Tie. Phase visit i006w.stronabo.co for additional pertinent Information. If you have questions or reed further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.t9B.5m. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E. LEED AP dvWBDW Engineer, Southeast U.S. Branch Page 1 of 1 aYnpeon Strong -Tie Cornpnry Inc. 2221 Country Lane McKinney, TX 75000 Phone: 072.542.0325 Fax 072.542.4139 ww.monalh.eun vimili zoom.� W L _ � (d (D •a_/ ^� ` �a /`'•ram/\ w V �O( O U N CU co N V ^^'' O 0 W o c- C 0 3 0 U_ 0 p > 0 0 fr Q H- '^U d •� v/ Z O O f� W ram^ V I O CL O V/�+ CV W L� w Q W Z Z Q J a SHEET PA 1,0 NO. i A23 FL10448.2 ESR•2808 A3 17244.1 77FL17232.3 ESR•3455 HD210.2 7232.3 ESR•3445 HU210.2 FL10t>80.4 ESR-2549 HD212-2 ESR•3445 HU212.2 FL10858.4 ESR-2649 HD218 FL17232.3 ESR-3445 HU218 FL10858.6 ESR-2549 HD218.3 FL17232.3 ESR•3445 HU21&3 FL10tL58.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2649 H0410 FL17232.4 ESR-3445 HU410 FL10B58.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR•2549 H0810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM20081k HGA10 FL17899.1 Evaluation Report HGAtOKi FL11470.4 SIM200803 HOAM10 FL17889.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2561 HTA18 FU7880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 F111498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FLi 1498.1 ES-0130 HTW10 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR•2813 HTW20 FL17244.8 ESR•3455 HT320 FL10458.23 ESR-2813 HTW24 FL17244,8 ESR•3455 HTS24 FL10458.24 ESR•2813 HTW30 FL17244.8 ESR•3455 HTS30 FL10468.28 ESR•2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.17 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluators Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Floods Administrative Code BB•72, please provide the Information and approval numbers on the building axnponarrte listed below K they will be utilized on the construction project for which you are applying for a building permit. We recommend you CW1tsd your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcabpory Manufacturer Product Description Approval Number(s) Tat Pressures 1. EXTERIOR DOORS A. SWINGING ThemtaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-87.0 psi ThartnaTru Firber-Classic end SmoMf~Stsr (NON -IMPACT) FL20481.8 +87.0/-87.0 pet ThermaTru Firher-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-87.0 pat ThsrmaTn, Firber•Clasaic and SmooUrStar (NON -IMPACT) FL20481.14 +87.0/-87.0 pat ThermaTru Classl�Craft and Benchmark FL15225.1 +87.0/-87.0 paf ThertnaTru Smooth -Star end Benchmark FL15225.5 +87.0/�7.0 pat TharmaTru FlberClasaic, Smoothstsr, ClaasioCrah, Rustic FL7840.1 +87.0/$7.0 pat B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 pe} PGT Scrim 5570 FL231.I0 C. SECTIONAL Clopay Building Products R•sldsntlsl WindCods Doors W5 (8X7) FL15279.37 +30.0/-32.0 pat Clopay BWldrp Product Residential WlndCotle Door W5 (18X7) FL15279.53 +30.0/-30.0 pat Clopay Building Products Residential WlndCotls Doors NA (8X7) FL15279.85 +38.0/-42.0 pat Clopay Building Product Residential W1ndCods Doors Vy8 (18X7) FL15279.102 +37.0/-41.0 pat D. METAL LOUVERED DRS Curtiss Division of AADG, Inc 807,707,727,747,and 847 Sines a Pairs of Doors FL11537.1 N/A (sea lost art) 2. WINDOWS A. SINGLE HUNG Mt Windows and Doors Series 185 FL17489.2 *50.0/-55.0 pat PGT Series 6500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL16351.1 +40.0/-50.0 psi C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 pat PGT Series 5520 FL243.9 D. MULLION MI Windows arxf Doors Series 5784 FL16353.2 N/A PGT Series 5600 FL281.1 NIA E OTHER 3. PANEL WALL A. SIDING James Hardie BulMirq Prod. Cemplank Lap Siding and HardePlank Lap Siding FL13192.1 • FL13192.2 _ NIA B. SOFFITS AIMds Solid and Vented Soffit FL15272.1 • FL75272.2 +70.0/-70.0 pat C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA B. UNDERLAYMENTS Tamko 151b Fall Underiaymem FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Ardor Metal Comp. Off Ridge Varna FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanoo, Inc DA-4 Exahuat Vent FL17202.1 N/A E. ROOFING TILES Bore) Tile Villa 900 FL7848.27 - FL7849.29 N/A Sorel Tile �coY B00 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply ti Manufacturing, LLC 0.032" Aluminum Gulflolc 18" cods roof panty FL11851.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panel: FL16078.1 - FL15078.2 N/A All American Shutters a Glass Galvanized St" Storm Panels FL17889.1 N/A e. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see than ANCHORS Simpson Strong -Tie sae than B. TRUSS PLATES ITW Bulldog Component Alpine Truss Plates FL19B8.1 - FL1999.4 N/A MRek IndusMes, Inc. Truss Pieta FL2197.1 - FL2187.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Gres Corp. High Strength Concrete Llnals FL158.1 N/A Commercial Concrete Product, Inc. High Strength Concrete Llntis FL1774 NIA The products listed Dhow did not demonstrate product approval n pan review. I understand flat el the time of inspection of tMse products, the following information must be available to the Inspector on the jobait; 1) Dopy o} the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) Dopy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed 1} approval cannot W demonstrated during Inspection. APPLICANT SIGNATURE DATE _ c Florkh Dolumblow of Baroness A Profnsional RWAsdon &Aft Coda and Standards pop 1 1mws Product Approval Appkadon Detal Florida Dopronent Of Business, A Prdallonal Ragutsdon B duo Coda and Standards lcatlor4 W Product Approval AppDo POP I 1Avawe Florlds Department of BusInaa A PloAnbnal RsguMon SUN % Coda and Standards P6P I Product Approval App odion DoW t samiumi >� Boas as Era ■labors Era 90 hooka go so ad bm" as FIEVE i ada Baas as lira aitAare la ma gaEia ImEdNem Brat leaa9LANM•a glalardiL guirm Naaltd Si'id®ml eaammd Ron bw )mom ammk m■ 9aorf rfeeMAloam gallydeL grArld IaLm eoAmd Among a" Uma mmus omdw= Rderm IsfaemAJiame g6lmarmeL 10rYfd alNlrO EIRAM M Amam ads r4VWIN 2017 ThmarTru OUP«ew1 Nowram Lpdw F. adniAO, P.E. Ilya J. Kbq, P.E. tOnS10017 07/1212M7 10M00017 12n2AM7 App,ored Rft%W MIT TbmrT,u Canpo,4tlm Podt YAW Lr*MF.OdbM01. PA. Rym J. qn0, P.E. IOn6A017 07/12=7 10N6A017 12112=7 ANMwed A 1110: 1017 Tr*,WT,u Coryw.. Rbk Wtyld Ly,gm F. woad. 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No comma bwogmwowpbb owe= Yes Yes NPL Ngl Mmrdg81d1 I Mwalam WL MmsY,saYL Lamented Verve LrtbW 03131=9 No Yw WA WA 2 Parolee PBL YlrLmaOa Peedol Obaed Lumber 001312018 ftO Yes WA WA s T*De80mw L,SL Lembood 811eld Lunbw OW512012 No Ya WA WA Mmoo4sMrdl Cn ,in= 0 W Plaids DeprNterd of Business a ProfeabrW Riall m Pepe, d 1 Flords DepeAmeM of BMnme & Professional Regulaton Pp l eft Florida Department of Business & Professional Regulation P.S. I of 2 Florida Department of Business & Professional Regulation P.9.2 d2 CD Building Codes and Sla ndards Iaao14 BuI141% Codes and Blandafds +.You Building Codes and Standards 3/x xou Building Codes and Standards VX2010 ProdretApp ovel Apples*m Dahl ProductAppPoval AppOodoff Da mN Product Approval Application Detail Product Approval Application Detail Asareved far Up Aooroved forUN Illy Cols /�/'� V i e� aalY>Ot aa1fL,Dl �� hoard YedY. N:a1bW w Mom. $n 2tl2. IK Contract O24 IcYes outside B P�m IB 26 Oa. (fuNPBR Mn 26 Ga. Ou11PBR Rod Panel 1x1 Wood ICU go gm �� I� am mar mookiwm gar ■ kuLA&MM missom xt Mesas IWAOMMI aummi Imo i� m1 mar lrmaeelm i� m � �� ma sold lodumA inn Ifm S d*m molts LBGANUW Aftsimm loll 9� mm Ydulon M MHOAKm M� amen sea dolt sesame llaDmr-ellrama YIIdYal.IN Validated submitted )FIIC Agplgyd( Aoo@.1d jet over 04/12202/ Yes Yes N/A •N/N NIA -NIA/ Puffin over ilianqua; Plywood - 51.7PSF Repbbn 2M7 wwiwfwww Moo ashmin loc avwreaon condole, LLC J1ewo A Ptobron, PA 0ommi7 OW2o2017 OYMM17 1. figeoeal a"aal-047e OWBMis14 Approped RwWpn 2M7 � CwPernofMe 122AM7s IOC aveWton asrvlde, LLC OMOW1R�M,PA 0a27fJ017 OB/2MJM7 O7pb12017 Approped RMslon 2017 GuIfCNN Buofing Manufacturing. LLC. Roofing Category:subcategory: Eno PE-751 Kuhn Locke Bowden P.E. 10H 1/20t7 10/10/2017 10n 72017 12J+?JZ017 Approved 4B8.0776 PE-75510 300-1800 tg ZB Ga. GuIRBR Mn 20 Go, Ou"PBR over 1513Zdqud: Plywood Out22021 vn Yes NA N!4. O elfbGers0el� Lw bw Rehed a seOGfnawp:E"gMwed LfwOa ep Mho (352) (334) mfoQ)pu"cwelwpply.mm TO M Os. OuM+6R Mn 28 Oe. OuIRBR wa 1x4 Wood Pullin* over 04/t22021 No yes N/A -N/A/PBF 26w.GulfRPV-ootl 8F comps Wwho*- IMpadllwns awraom Pn101et Rog""aea Roped Mama G~AMbwYlmwoedY erwmm Evaluiooling cor"prltice Meed Aar Evect or I Repot darn il CompUppicup Flald. RaplNend Adnled air a LkenaO Fbnda soni54.151 21 ZB Ga. OumalD Mn 26Go.GAmb owe 1x4 Wood Puans over OM122024 No Y. N/A +N/N -NIAI 15A2&wd; Pywood BaiiuAmamo� lumozALEmdm Professional Engineer -161.2P8F 22 26 Ga. GutfRb Mn 28 Go. Gu11RW over 1 N32&qud: Plywood 04/122024 No Yes NM -NIA PSF CU Yak amalrgomm ammdmkdmao h3lQli R mirtr gum& Elate sal &Ummwkm low a" amgmgmdmm m■serlbiaml �m alukkmlli Burnie Omtn ' Product Modal. NuinberwNwrr .. .. - 9Wmf AssIKom Amravedfor Lm Awroved for Use )mgl moon 23 28 Ga Gu"RIb Mn 26 Go. Gul Rb over I U32&qud; Plywood 04/122024 Yes Yes N/A +N/A -1592PSF 24 28 Ga. GumBb Pan 28 Go. GulfRlb over Us Wood Purfins wer 04/122024 Yea Va N/A +NIA/ 1 TJ Ref eOaid bng aY Oloord he t.lslikeeadabnbe sew Os212M1 No Ya WA Ngt OOsrO ltllll e0w! 8 VMeYamesfaw Nff ee.ra orbrled SbsrM earl Rion ear! 00p1/201e no Yes NA fYA M!,<d 1 0.032&qud; Aluminum SV Cmnp g (gp SmasdEtoeaGae.Get )pjj1Qa, j Raw" Mn 0.032&qud; 5 V Crinp Aluminum Roof Panel 04/122024 NO Yea N/A +N/A/ oar 15/32&qud. Plywood-106.5P8F 13/S2&Wd; Plywood-184.2PSF 25 2a Ga. Ou"Rb Mn 29 Ga. GuM2ib owe Us Wood Pymns wer 04/122024 No Yes NIA +N/N 15/32&qud: Plywood-123.SPSFCn }/ 2 0.032&qud: Aluminum Gulf Lek Mn 0.032&qud; Aluminum Gu" Los te6qud; Wide 04/12202/ No Yee N/A +N/N Roof Panel ever 1532&quot: Plywood-116.OPSF 26 20 Ga Gu"Rlb ken 29 Go. GulfRb over t Yl2&qud; Plywood 04/122024 No Yes N/A -N/Al Yelled 3 1&qud; 24gs. Gu" 8.ep t&QUd; Gulf Snap 24 Go. 17&qud: Wide Roof Panel 04/122024 Yes Yea N/A +N/AF-131.OPa ever 15/32&gad; Plywood -146.OPSF 27 29 Ga, Gul+Rb Mn 20 Ga. Outlets, over tx4 Wood Pulpit, over 041122024 No Yea N/A -NIA/ 7M6&qud; O, S.B.-101.OPSF ..p..l v 4 1&qud: 24gs. VaraLoc I&qud; VWwLoc 24pa 18.5&quct; Wise e Roof Paal 04/122024 Yes Y. N/A -N/A war IW28qud; Plywood-138.5PSF 28 29 Ga. Gu"Rib Mn 20 Ga, Gu#Rb over 7/16&qud; O.S.B. 04/72r=1 No Yee WA +N/N -118.OPSF O S 1&qud; VWaLW 0326qud; Aluminum 1&qud; VerseLoe met .032&gW; AUminun ever 04/122024 Y. Y. N/A +N/N 10/32&qud: Plywood L 6 1.5&Wd; 24pa. Gulf Snap 7 1 b6quer; 24pa. VeraLoc - NIAI F r i5/81Iap 24pa. 188qud; Wlds Root 0//122024 Yes Yale NIA +NIA Panel over Penh oror t6/32&wd; Phwoed AlsOPSF 1.5&qud; Van l.o: min 24pa. 10&quad; wide Roof 04/12=24 Yea Yes N/A -N/At Pas[ over 131326qud; Plywood-123.5PSF Lei Cod. V"-: L^mew /l 1 8 2&qud; 24pa. Meg.La W 2/ Go. 2&a+ol; MsgaLoo 16&qud; wide Rod 04/122024 No Yes N/A -NIA 2017 FL e: 11661 Appllcadon Type ALL Product MMufectu- ALL W 8 24 Ga. Gulf Lok Panel over 15/32&duct; Plywood-108.5PSF Mn 24 Ga. Gulf Lok 16&qud: Wide wer I M28qud: 04/12/JO21 No Yes N/A .NIA IWIPOF category: ALL subcabpwy: ALL AppNoedon elakve: ALL Complbrw MMhed: All �^ Florida DSPWbY nt at Business & Is ofsesidVal Regulation ►spa1d1 BldldnlQ Coda and Standards maims Flakh DepaARlrn of Busier&PfOfaelOfW ReguNtlan Pp1dt Codes old Shrndarda LIYdw 10 24 r2e. OuNSeem 11 24 Gs. Gulf Beam Plywood Mn 1Cos.00d Beam 188wd;Wroe Rod Panel 04/122024 No Vas N/A NAF93.SP8F Plywood war tx4 Wcdl Pumas over &qud: Snap 1M1 N Oa. Gulf Sam 1 3a8qud; Bap Look, OU122021 No Yea N/A +N/N 18&wc1; V&da Roof Panel over 1502&quoL Plywood-1g8.5P8F oudy Asturenee Geer Cortrad applied: ALL Product Mods, Numw or Mina: ALL Product Dsoriplon, ALL Approved few use In MVMZ: ALL Apprawd for use outside IIVIIZ: ALL heed RaNrtre: ALL option Pleasure. ALL Date From: ALL CU M W PI duct Appropel App kedon Dalai Product Approval APPICWen D&M 12 28 Ga. SV Crimp 13 26 Ga. 5V Crimp Mn 26 Ga. SV Crimp Roof Panel over 1542&wd: 04112202/ Ya Y. N/A -N/A Plywood-158.5PSF Mn 26 Gs. SV Crimp over IW2&qud; Plywood 04/122024 No Yea NIA +141/N131.PaF Dina To: ALL w l aLMTF&M 14 28 Ge. SV Crimp Mon 26 Go, SV Gknp Rod Panel over 1.4 Wood 04/122024 NO Yes N/A +N/A Purbls over 15A28qud; Plywood-158.SPSF min asks gm gm DOLboa s gar Aim xmm seer ■rmeAlime lalelllem Ym1ma Aar OGANWO AMMUM robe girt mt deter m mublo r go" got Bet OMLEoft aim &INs a7¢Am■m Anmma AM 15 28 Ga. Gulf Lek Mn 28 Ga. Gulf Lok 168qud: Wide Roof Panty over 04/122024 Y. Yea NIA +N/N lW26wa: Plywood .101,OPSF LW Ww 2017 CAST-CWM USA, Ina a" Pat Mb "H)N& 0=- out MW"FDpae a= • VAL 11rN2017 10/1 VJ017 llalo 17 Also ed Gbywy: Wiu"d Geftessslr (111s)e214841 (780)810.2m0 MMw 2017 omw ww Ceeaen PM&ONJ m oriewp: sap"J" CwI . adhw aka TALLY M NUYM Jd81 May IOM40MT 1OISSW 7 1crAMM7 12f122017 Approved (318)Sm-m PE10122 (s6258"3,t 16 26 Ga. Gulf Lok Mn 28 Go. 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