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HomeMy WebLinkAbout2972 Moulden Hollow DrA AB or A.B. ABV or Abv. AC or A/C ADJ or ADJ. AFF or A. F.F. AHU or A.H.U. ALT or ALT. BC BF BK SH or Bk Sh BLK or BILK. BLW or BLW. BM or Bm. BOT or Bot. BP or B.P. BRG or BRG. C CAB CIR or Cir. CJ or C/J CLG or Cig. CMU COFF or Coff. COL or Col. COMM or Comm COMP or Comp. CONN or CONN. CONT or Cont. CT or C.T. D or D. D13 DBIL or Dbl. DCF DEC or Dec. DED or Ded. DIA or Dia. DISP or Disp. DIST or Dist. DMF DS or D.S. DTL DV or D.V. DVP or D.V.P. DW or D.W. EA or Ea. EW or E.W. ELEC or Elec. ELEV or Elev. EQ EXT or Ext. EXP or Exp. FBC FDN or Fdn. FXD GIL FG FIN Anchor Bolt Above Air -Conditioner Adjustable Above Finished Floor Air Handler Unit Atemate Base Cabinet Bifold Door BookShelf Block Below Beam Bottom Bypass (door) Bearing Carpet Cabinet Circle Control Joint Ceiling Concrete Masonry Unit Coffered or Tray Ceiling Column Community Compressor Connection Continuous Ceramic Tile Dryer Door Bell Double Decorative Cementitious Finish Decorative Dedicated (outlet) Diameter Disposal Distance Decorative Masonry Finish Drawer Stack Detail Dryer Vent Diverter Valve (plumbing) Dishwasher Each Each Way Electrical Elevation Equal Exterior Expansion Florida Building Code Foundation Fixed Glass Fiberglass (Shower Pan) Finished ABBREVIATIONS FIN FLR or FF or Fin. Fir Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FIRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing GALV or Galv. Galvanized GC or G.C. General Contractor GF1 or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb H DR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KNVall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. ILL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum Mc Medicine Cabinet MFR or Mfr. Manufacturer MIN or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M1 Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PIL or P.L. Parallam PLIF Pounds per linear foot PILT HT or Pit. Ht. Plate Height PLNT SHILF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PWorPW. Pre -wire REVISIONS PWDR or Pwd. Powder Room RA or RIA or R.A. Return Air RAG or Rag. Return Air Grili RAD or Rad, Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINIF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS or R/S or R&S Rod and Shelf SD or SID. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWIR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O. B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical LIC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VIL or V. L. Versalam VTR Vent through Roof Worw Washer W/ or wl With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WDW. HDR Window Header WH or W. H. Water Heater WIC or W. I.C. Walk-in Closet WIM or W.M. Wall Mounted (plumbing fixture) WIP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 FRAME -WALK REVISIONS 01-04-18 3.00 2017 FBC UPDATES ALI WORK SHALf, r-O.V 'p, ,., WT;1 CODES F1(1�ir,.A NATIOtgj Ei'*-"-vtl�l�';O�-IC,�'�"(:", IN- LECTFit�-�,:.6 6, AND THE C117, -,,:, 1, __, ii� � �, �4 � , '. , f)Rn1h1A1k1^-_ 1­P, 0 � I REVIEW DATs 2:6 I - �nfd I Pi-ANS E)UA ILL$ N M I m I F= rq 1 N 4 **1 F1 sm #1 INDEX OF DRAWINGS I SHEET DESCRIPTION I SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS DETAILS DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WID WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. CD via co CL C.r) 0 0 LJ_J V) LU o p CO E 8 tm M EC2: 400 CV01 T_ C) , 0 coc:" J__ U_ 00 15 o_,,,_ < 0 CM co 5- 6 U-) S.:S �r M< 6 A I SID. N C B D-C en § E; cw- U Z Lu - C-- ;0Z LL LU 16 LU —9 J5_ 0. Z 0 C) 0 CP lizti LL.111; 0! C14 U % d car, C --q '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, 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 0 Z 0 Z C� CL W of 480 0 LU U �M U 0 Lu Z 22" wo. UJ C, M!i 0 LJJ L_U ISLu LA Z Z Lam cf) 2: Z :5 Z Z Er 4 L_U 0 00 0 LL, U 00 0 1� OZ 4 OU r, 20 W_ < �U- Z Z C-) 0, � V2 �i LU Lf) Lij < LL, M:5 Lij c) 00 < Z LU 0 !� Z Z t-u V) 0 0 06 'C� LU Z rn T__4 a - SCALE AS NOTED DATE 10/29/2018 TECH: MIAMES VERSION NO 10 SHEET NO. C S C9 �' M O O z� N Q d V) w 4--J l� �V - OLLJ o ca '— v 0� m N W U O M $=�t71' O O � LLiC) 6N =O pp Q & C rn Q O B D. N N �D .w YI M OO Z FW oNOZ � z W a a V W ¢ �"�0 Z S to "E ' � ••, Ej q ({' J T�p. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz LU z 2 f� w¢�� MOO z uj � w Z � W �m�o Q a- g } U i �> �— p Z Z Is O p mLU �w �L� M w O O z Or swjO�a k N oa0¢ zaZ� w aaf� z o Z LU t LV J U) � L1J aj � Z o gaF 00 Q Z Z a z �zo 06 Z � U 2 �0 � 0 rn ,--i a cn s SCALE : AS NOTED DATE : 10/31 /2018 TECH: JMUROSKI VERSION NO. 10 SHEET NO. 1.0 :I iUVFHH A-T t.i_ t Lapi llld ,4iY III, Alllh'll i'iliW fit LA 1-11 a ill T <�>(!)�o TYP @ 2 STORY 3'� 3 v) I \ PS6 (�F:� L BE 1�1` I ROOM 5 8- ,FLAT CLG. CARPET U) 0a ;0 cr 00 00 LO CID (n ('22� Er 0 13'-2'. 2'-8" 13'-8" I I - 50 LOFT 00 CD (0 8'-0" FLAT CL CN CARPET 4'-0" T-4" 6-1011 T-10" 12'-0" 0 F-: (jI LL 0 0 LL 0 0 ILL 0 OP +42" HALF 0 :L= WALL ===A- 114 C� Lr, &4 6 1 C%4 3 9`� U) W/ BED OOM 4 16 _aolH F-O" FLJ D2 4 15 TB 5 (D COL- _j 8'-0" FLAT CLG. 6 14 z PP CARPET 7 00 00 (D TYP @ 2 8 - .00- 2 2668 N STORY 10 W. 1. C Fil CD Ca X 8'-0" FLAT CLG. TYP @ 2 _j Cl) S OUND o 3: CARPET STORY <W R&S 74" 7-5,-0,, 2668 4'-2" 2,6W 8'-8" C\I BEDROOM 2'.. 2468 B.F.. IBPDROOM 3 r22 8'-0" FLAT CLG. CARPET LINEN 4 SH 12" DEEP 60 8'-0" FLAT CLG. CARPET OH1 U) W CN 12-41 2'� 2'. LIL 12'-0" W C� 60 ILL 00 U) U) 05 01 C41 ,0 CD C) CD Co 0 LO < LO LO 3: TYP @ 2 STORY _�D2 10 0? &4 D TYP @ CORNERS D2 U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 9 114" LVL 2.OE Fb=2600 PSI <e(2) > - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARI G WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-011 2x4 SYP #2 16" O.C. SPF #2 91-01. 2x4 SYP #2 16" O.C. SPF #2 >91-0.1 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE I OR EQUIVALENT SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25j S.H. 14 20 X 501 18 JX 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20 X 72 18 4 X 71 j S.H. 1H2 27 1/4 X 26 26 X 25 j S.H. 1H3 27 1/4 X 38 j 26 x 37 1 S.H. 1H4 274X50i 26 x 50 S.H. 1H5 27JX63 26 X 62 1/2 S.H. 11­16 274X72 26 X 71 1/2 S.H. 22 37JX26 36 j X 25 1/2 S.H. 23 37JX38j 36 4 X 37 314 S.H. 24 37JX50j 36 j X 50 S.H. 25 37JX63 364X62 1/2 S.H. 26 37JX72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 524X25i S.H. 33 54 X 38 j 52JX37j S.H. 34 54 X 50 j 52JX50 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.. SECOND FLOOR PLAN General Notes R302.5 Dwelling/Garage Open ing/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 ni 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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On Th Same Lot - Not Less than 1/2" Gyp. Bd. or equivalentapp!lied 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 ces that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -30.8 +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET ',Ju� SEE SN SHEET 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 WALLLEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' 1 ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTAL AREA 1793 1103 2896 437 26 3359 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED A EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) -011 GARAGE SEPARATION R-11/R-13 KRAFTFACED SCALE: Y4"=1' I (GARAGE / LIVING) I 0 V CO rl U) C-iD 4--) LU 0 LU t_n r� (A ZD E 0 Cl) p 04 LU E 8 4) - M Cc -100 21 0 .91, - r- Y- 08 < 0 5 -00 0 co 11 _�d F�_ CA. C:) 'M cr) < 8 D. 1 a> CA -110 1-60 U) z -c,.z z cc LU LU 'u- Z 0 'S < 0 LL AA W ::z __j -A . . ........ To the best of the Engineer's knowledge, information and belief, a S ura p ans an s a ca ions con 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 1 Tampa, FL 33607 www.LennarTampa.com 0 z LU z z z < -, bZ00 U z z 2z 00 Lu Lu < z >, 0 z z 0 z _j LL z 0 -0 00 Z _l< � 2-: U 00 C\1 u, 2E 9 po Zo LU Pin 2 r-4 U z< < z Z UJI Lij z �2 0 r-01- c) 00 r-4 Z z L z <<O z � 'C', 11 0 00 z :5 UJI � rn T__`l 10- 1 U') I n I SCALE AS NOTED DATE 10/31/2018 TECH: JMUROSKI VERSION NO' 10 SHEET NO. ____-T-i H F-FT-fl- 1171, -T U-Fi I 1111_�l Tw d-Iffi-Kid-1h.iJ F1, 1-1 11-11. 11 _U SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMING (2) 2x HDR. REGI'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1!4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH L1 MIRROR Q r` b 00 OWNER'S BATH Cco cb D /T7 � LU 2 of 0 LL Lu 10 0 ih KITCHEN KITCHEN KITCHEN ISLAND INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3l4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R3027. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading — � edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: I\ � The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The � greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. _T Winders: � Winder treads shalt have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread � depth of not less than 6 inches at any point within the clear width of the stair. 2x8 #2 SYP JOISTS @ LANLu MG I— Nosings: 16" O.C. w/ SIMPSON A35 CCU' � The radius of curvature at the nosing shalt be not greater than 9/16 inch. A nosing projection not less than 3/4 OR LUS26 HANGER TO LEDGER. L— inch and not more than 11/4 inches shall be provided on stairways with solid. risers. The greatest nosing cr J" PLYWOOD @ projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including U � LANDING the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Q 2x12 HDR. w/ (3) 2x STUDS AT � Handrails: EA. END FOR BEARING � Q Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more � o risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of U STANDARD (3) 2X12 r ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be Q� STRINGERS Wl SIMPSON A35 � continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly u.l CLIP TO FLOOR SYSTEM 00 above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety 2x8 LEDGER #2 SYP w/ terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the 1x RISERS (TYP.) (3) 16d NAILS TO STUD handrails. F @ 16" O.C. Grip -size: CONT. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater HANDRAIL than 2 inches or provide. equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: in Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the THRUST BLOCK SECURED TO SLAB w/ enclosed side with 1/2-inch gypsum board. 1/4"X3 1/2" TAPCONS @ 16" O.G. SCALE: 1/2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" SCALE: 1/2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" zo —o z�z Q i U) z l/i COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0" nF1 12 5F� �F7 8'-0" RIDGE VENT 1" x 12" SMOOTH U1 TEXTURED 25SH 25SH 12 TRIM / BAND FLASHING f15- 1 X 8" SIMULA IN TED eel F11 F4 1" x 4" SMOOTH 12 TEXTURED �5 TRIM / BAND 6" FASCIA (TYP) T.O.P. HDR HGT.sk RICO r co 12' RIDGE VENT FRONT ELEVATION - Al T.O.P. HDR HGT. CV ti 2nd FIN. FLR.. _ T.O.M. _ HDR HGT. _ F.FL. �100 00 N• LEFT ELEVATION - Al SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT, C9 Z M O —CD Z nJ z� J a U, z u v w 0 W E' o i� U oc') m N W pG UQI N cM cu 0 M = O O N sU.co U o o-o rn Q o A 1 B D• N C B D C ,��.-aso N O M� U.X LU N Z W R' a do rsj w W Q ��. a Q UJ mo o s v1n4 � Zt9E@ttt URV. as D O �O •� D O t�=§§.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code . Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z wo of f W z Wacae:OR v Z 00 z O w w X �Owz a-w w OL�o LL N UFLO W L QZ Z i z / iW Q z F Q 0 a J W U vM 64 < O O oZ <sGGr T8,1 z se-zo WmO Up1 0 Q- N << Q ^ �� o-0 Z Z 2 Q W LL = J T'I F Z. $�< 00 Q z taz z t ZS N /•�/� �./.% Z T 2 �o J U5 Q uj � •—I a cn n SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. 3.1 a ml t aef n r3w ln.ua. I i 11 1 �� _ 1 _,: r —too N C� r- F_ COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS co 00 V 4 12 5[� 8'-0" RIDGE VENT 12 zz:::�15 12 — --------- HDRHGT . . . . . . . . + —1 — — — — — — — — — TMMI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N F.FL . . . . . . . . . . . . . I 12'RIDGE VENT V-2111 4 12 5 T.O.P. — --- — — — — — — — — HDR HGT. ----------------------------- ------------------- =I ---------- -011 2nd FIN. FLR. — T. 0. M. HDR HGT. F.FL. 25 SH ---------------------------- C'_� ----------------------------- ------------------- 4'RIDGE VENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — CJ / WEEP r__ 4 ------------------------------------------------------------------ TEXTURED _'� CEMENTICIOUS ISH ON C.M.U. ,X�FIN (TYP.) 25 SH 7777 ------------------------------------ 11-01, 0" 2'-0" REAR ELEVATION - Al SCALE: 1/4"=l'-O" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTIVI C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTIVI 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOVANG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT . CD f 2- Cn co U) tn (D 4--J Lij C) 0 LU = Z:) E 0 to Cl) 0 C> LLJ F_ E 0) 04 0, C" r " co c,) 0 C14 0 C:> _I-_ LL 00 -00 0 Co — -1 "- < CL C:) -LC) Itr .7r, M< Ci Al I BID. c C� - U) -��-Zo z t-'> U� ED di L]L: LU U.� - C'- (n Z 0 Ig 4 < U) Q JE CN, 5 m 0� Z U) E LL LU WwWa"N Vill K) 0' .0 CF), 0 F 40 ROFESB\0 ;'111t11' /?III I I t0W'�%% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NA R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33677 www.LennarTampa.com IS 0 z 2 Lu z z z C� Q. . z 0 Of ry 0 0 U L) Z 1 'r U, z 0 LIJ z 0- w 0 oe ce 000"s LU @ <z LU z 8 UJ X z 0z z -0 z < 0 00 z U 00 r-.4 < < LLI 0 Z Lu rr 0 0� or W 0 &__J r-4 z < zo;� UJ< < z Z �5 62 Lu UJ U') LU Lij 5' < z - <� z uJ Lu z c) 00 C'-4 Z tu— U, S RZ 0 06 z 15 U=J 0 U, rn -1 10- Ln 0 SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION No' 10 SHEET NO. 3.2 z I __ — ____ — — __ __ - - — — - -- 1-d[i 11 1 1 1 1 1 1 1 1 1 1 :. 11 . ;� : 0! 11 d1kAWr,1 I 41"Tkil W14 III vfFffh[TJffi%kFftM lt,711 I 1,i, i�c it ; �. ft diiM1� 4 � t" 1 { 1 C t t i is t f, YRt ? ! y 1 f, :s %41.R% 1' M *! t 4 !f ?t r , ' ia t , I s t ii F t, 4 , k'. A 14 , i` , t «. fj I �•' r � ! ks i Naa. i�f. �,� h �.• f4 rty , ,n , r 4 { i �g;lry i T` { F s it t i t ' 'f F3 �A fy , •f i 'Krb it 1 M i 7i 1 Y S ,•f ! kr t jjt N Y, i� { a , iiL 1 N 4 ' jy, � �` I 1n11a •' t it " + 1744 III I' il� lil '� I III 2 2" *NOTE: VARIES 1'-10" 12 CAP L CAP i� FOAM TO BE USED ONLY WHEN ^ 1" RADIUS 3 1/2" RADIUS 1/2" RADIUSco Cl) zD REQUIRED BYCOMM L,N it 3/4" RADIUS iv - M � � SPECS, IFTY NOT, DETAIL TO BE OPENING VARIES 2" 2" iv BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES EDGE OF 1" OPENING T VARIES 1'-4" 4 21" VARIES M T iv 12 VARIES IN 1 1/2" RADIUS 4" 34" 4„ N L - 2 1/2" RADIUS T L l+iLa tr) `�� VARIES 1z' - 32 11" 32" 1° 1" BASE zo iv BASE 3„ 1„ MIa 1„ 1" T IN I„ 3„ 3„ 4 4 2 2 1,_p O • 1'-0" yam. ,—N 12' *NOTE: VARIES $ 2 3„ FOAM TO BE USED ONLY WHEN C° '- REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES L 1'-6" 1" �� DETAIL TO BED 2" 2" I BUILT W/ STUCCO. EDGE OF 2a EM OPENING T � rim 1 0 1-1/2" THICK 1-1/2" THICK 10" CV "M 21„ 4 � 10" L 6" jI( N Lnr Q% 751 781 T IN c8 a' zN 2„ 4„ 3„ 6" 2„ 2„ iv fn fn N I ' 1-1/2" THICK 32ram 24' it 4 LIV 2'_4, 1'-10" '�.1, 52 , 1, 5„ 51" 51„ a 1, 4„ 3" io - 00 _IN 1n TM 12 O VARIES ES VARI41 1,r 2 iV _W 22, � M VARIES VARIES I I • 4" 8„ 1„ 3 \A 0 T 00 L iv i — 00 I I L 3„ 6" 4" ZV CV 7ENLE;F1 YSTONE F11 r` OPTIONAL jR44r„ `° i Rs„ CO 2 44' - �o PKE s„ 3„ -� "2' GARAGE DR. OPENING 4" 3„ 4 WINDOW OPENING 4" 4" N 2 NO INSTALL OVER STONE, TYP. VARIE • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14"14. i2" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1, 12,„ 3'-8" 7 4" 3'-0" 4" N 1„ 101'-4" 101. " O CO00 O � L N 1,r N 1 O Nl— v, L `r fV • Jill GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Ch `� z_ ((C) Z Q J a V1 (D cn Lu Ca p • O LU 12 N o m E F— U asQ mM M N U M N LL 00 Y 00 0-2 i� O Q rn CO Q- O o v Q d N �D N-+ N m rn v' ib Z_ W M8Z z W a t " a W V '-Er Q Z vi ca oN0 0.�1 ��`°�� LLZ W Q N Q M C Q N O v U O II�� WWW.FDSENG, OM Li Li 00 o CV rn ` o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 w� z¢ Ea LU a z 0 zL � J �$w 0� J a 0, A U' W , '� N o Gi owi L © z /^� I..L z 0-0 OC) O J W f V = OC) N c g z QY00 0 ¢ xm LL1W�� �9. 2 0- W W p i Z 2 Z r1d6!j W Q z W 8 4<X1Ff F g 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 —/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ipper to lights & outlets 3pper to 20 amp clos copper to WH copper to Dryer Z AJu ---------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET pq5l: DUPLEX OUTLET ABOVE COUNTER 1 Z7-11. PE5w'P' WEATHERPROOF DUPLEX OUTLET K)G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET Ld=�_ FW__ HALF -SWITCHED DUPLEX OUTLET 1. Ir-1h f 'T"Z:.V SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH d, . i?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ):�LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTq TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN -1- CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR /7% OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM ENTRY A VC-l"Mr- I [VIE I Lon LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=l'-O" CD M1 C> C> E3 tn CD Q) C—/> 4--J LU 0 U-i E cl) C5 C"! E (D 0)- c') C CU c') Lo -0 C-) .1 04 0 0 C:' c" 0 0 U) 5L 6 6 A I B D. N C,8, C LU =0 Z" U) 09 LU Z5 LU :2 -S 9 10 -Fr Z 0 -Lo -E C'Zi 6 45 'o CD U) M E CP 2 Z LL "r Uj < C' < d C-) WWW.FDSENG.COM C14 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 seat 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 UJ Z Z Lu< W X < U480 E 0 0— _j � U C' W Z 0 2 , n 0.1 8W 8 Lu Z Z 0. U Ho o Z q C: LU Z 0 00 0 < Lu 2: U 00 0 U, �� 00Z 0 U_ :Z P M- 2 U 0 W 0- < 3 < cj� < WIT 2!'0- Z Z 26 CY LU Ln LU < Lu 8 ��?Zu _j T.-q I Lij 2: g �2 �� i!S C:) 00 2: < < Z � 8 t �v Z Z t—u <<O Z 0 0 06 Z :5 LU < Z rn T__4 SCALE AS NOTED DATE 10/29/2018 TECH: MIAMES VERSION No' 3l SHEET NO. 4.0 iing�� ��omm— ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC, 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET F� DUPLEX OUTLET ABOVE COUNTER F�W1. /-N .P. WEATHERPROOF DUPLEX OUTLET PI&G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET L 4=4 f*F1_ HALF -SWITCHED DUPLEX OUTLET L.r-lh SPECIAL PURPOSE OUTLET N;Z_ DUPLEX OUTLET IN FLOOR I /--, P��E 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ):�LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE REC�SSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FE CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMCKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) NT 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL MAIN 0 200 amp 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14,250.94-Y NEMA 1 200 AMP #14 copper to lights & outlets #12 copperto 20 amp clog #10-2 copperto WH #10-3 copperto Dryer or 410 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC� Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UPPER FLOOR ELECTRICAL PLAN SCALE: )/4"=V-0" 17 7 (D !�2 Z: M _C) C14 1/1 CD Q) C—/), 4--J U_j r) LU E 0 C) 00 co 0 c> a5 r-- C14 LLJ E M 9 Co CC2 -0 C'3 _M 0 *C: 04 0 CD C) .r- LL_ CC) .5 - 00 t 0) < 0 0 2 iz�- U) C> C, LO 0 < AlI 8 D. N",B*D C 1 0 fA 8 E; 00 LE LU 2 U) 0� LU 4) Li- LU 10 Z 0 2: S9 C? g� cp LLZ me Gi U R L-I Li WWW.FDSENG.COM 00 To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th EditionL Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, L =— OL 0 =mimAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www1ennarTarnpaxorn Z Z 0. 0 < CL U =) 0 uj Z uj k. 0. < 8 .2 8 LR Z Z > ZZ > (L-U) ! � Z 4 3: 2: CU (31 U-1 Z 2: 0 00 cr_ 0 U 00 0 1� 0, Zo �U_ Li < :Z 0 < U-j t Z ou-0 Z LLJ LaLl =', V--q ILIJ 0 ZO, U-) Fz �� U 8<< l­z 0 00 < < Z � LU ��Wz Z < < SYZ Z LLI < 0 ob :5 T r-11 --I-- V-q CL U0 I I J SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION No' 10 SHEE7 NO. 4.1 1.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridoe 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. I N. of of vented IN. of of ventilation to SQ. IN. of SQ. IN of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 **NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN SCALE: Y4"=l'-O" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 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 layeis 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. (D C) Q) 4-J U_J U 0 LU Sm E 0 ra 2 C", LLJ C" MC -COO C'21) 0 U_ CO :E; =3 - 00 0 _Ie i:z- < 0 co CL cD CL A I RD. N C B D C W 8 "s P, 1� c�' 1­ 6 a' 0 do z U) 'y U!;�i :'� = <'33,6 c,::, I LU — 4i C"-- K! UJ tj �C.G z Islip '�.FD " W".FD 0 SkT449' <'. 700 % 11'C C-_z v- N To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IME A LE N "" 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com t5 0 z z z CL LU < Q� U480 0 Enwm zuj� U 0 LU Z 8 Lu F4 @ < 'z') z z z z L4 3: 0 00 < =1 Lu 9W � U 00 _J 0— 6,z 0 LL 0 0 0 r-4 cc Z<Z< LLJ g� < � < UJI: 6� 1;_� u ge z Z C LL 0 - , C:)" LIJ Lr) 6i uJ �i z 0 UJ 8 g C:) 00 r-4 Z z tu LU 32 z z cc) 0 06 Z :5 LU 2 _J y) iF z r_1 T-4 0- V) SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION No' 10 SHEE'T NO. 5.0 6 4--1 1 " TYP @ 1 STORY H.B.T I T 1-STORY - 2-STORY FOOTING -FOOTING 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. TYP @ 2 STORY .......... ...... ......... ................ .................... ................. ................ U? 0 HVAC CHASE ;t BASED ON -,,.,-:,,,,-,cLOCATION 3-112" MIN 3000 PSI CONC. SLAB FOR 0 HERNANDO COUNTY ONLY ce) AC CHASE I BASED ON 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER 01-01, co -1 LOCATION 11 D.W. 11 N 11, L-- __j 4'-0" Ci Ci I I 1 T — Ci - . - — - — di - - STEPS AS REQUIRED PER 0 I�e I K - --- A STUB UP TO FIELD CONDITI ONS PROVIDE 1 Y2" RECESS FOR SGD. REFER TO I I KITCHEN L — IM I CHASETO ISLAND 2ND FLOOR FOR A/C r ..... . I MASON'S SLOPE FOR & 0,-0-. ISLAND Low 1 WALLS 10-41' TOP OF CONC.1 PAVER TO BE 4" BELOW FIN. FLRg,-j& -0 SL WIDTH 2, - 3 4141 2 1 3. - kZ3 LO 1 27-2" T-71' 4 - 19�-21' '-0" 2 4- C� , C� 50 3 1 2'-6" x 2'-6" x 1 W/ (3) #5's E.W. -------- 1-01, PROVIDE Y2" x 91, -1 2'-6" x 2'-6" x v-&- W/ (3) #5's E.W. — RECESS FOR FRT. DOOR- I (TYP. OF 2) — — - " �-- --r- — ............................................... ................. . .......... ............. ...... ...... ......... ...... gM rr--T 3 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 9 0 Ci Ci F P1 i1%, J% 4 T 1 (9 cc (2) #5 REBAR t*G S3 G VERTICALS w/ in C11) 2 STORY FILLED CELL INDICATES FILLED CELL w/ 3000 PS CONC. GROUT FROM FT. TO BEAM W/ -7 50 (1) #5 REBAR VERT ABOVE SLAB TYP gOPT. FPWT @ ALL PLACES SHOWN HOOKED FTG. I I rA DOWELS 5" EMBED W/ 25" EXT. "GRADE i CD ;0 �L3 ABOVE SLAB 40 STEEL" C,( -7 _:7 -7 L -3 1/2" SLOPE TYP @ 1 STORY I OPT. DI -:7 N Ci --CJ G N Ci -Ft 15--61' 4 4 I- S3 CY) _I -100 11� 0? 10 t** �K \, �3 60 2 STORY 21'-21" 15'-71 4" 6-31' 2 C& 01-01t #5 REBAR (2) (y) A VERTICALS w/ in FILLED CELL ................... ....... .............. k. zo -1 I M. TYP @ 1 STORY 6-63" 27' H.B.. TYP @ 2 F2'-6" x 2'-6" x STORY W/ (3) #5's E.W. 6'-0" 6'-0" 1'-4" 4'-8" 6--0" 6-10" 6'-0" 64" 01 ,1-STORY 2-STORY,, FOOTING ; FOOTING 29'-0" 56'-68'-0" FOUNDATION PLAN SCALE: Y4"=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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESSWHERE OR FIBERIMESH SHOWN ON REINF. SEE P FOUNDATION PLAN v U.J U In rL 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. n u HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar wl min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 CD 2:Q0 C-/> Lj C) U — 0 LU D—v) v) E C11 C:) t— C14 LU E 0) ce) -0 co -M 0 U- 00 -he 0 15 - 00 C) M _1z FZ- U) CL c:, 0 0) r) Cl < 6 A RD. Lu Z6 U) �T- LU �L Ui -0, CEL -2u3m in Z 0 'Mild, LLM ED To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florda 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. LENNAM" 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 9 7F U400 U 0 < 0 a Ce 0 5 z 0 M Lu 0 C� U ca < LD 10 (n < Z Z 0 z Qz 4 -0 0 0 0 00 LL- U 0c) r11-4 0 7F 0 z 0 U 0 W 0< E ui z Z u- Ce 9'0 V) Lij < Uj < < z ��Wz 0 00 C.4 Z �s V) S C13 0 N 06 z :5 Lij SCALE AS NOTED DATE 10/29/2018 TECH: MIAMES VERSION NO' 10 SHEET NO. 6.0 Tjli-� FT71-11HMH-111-1 Full. 11 1 1 1 1 ill A S6 T TYP @ 2 STORY FT1GE U-) U- -n U- U- -n LD LL k FT8G .116 115 -- — — — — — — — — — 7 ------ -- — — — — — — — — -- — — — — — — — — — — — — ------- El 11 L �: FTF1 FTF1 �7. -------- C\1 N 0 U— A 6 A FTF7 ..................... I U U t I H U Ll Ll Ll 0 TYP @ 2 STORY 11 7n &0�3 1xv, UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 110 - 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 - 1 Gd x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT1 6A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. /08) 10dxl-112 HTT4 2715 5/8" ANCH. /(20) 10dxl-1/2 i HTT5 4350 3740 5/8" ANCH. 1 (26) 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28) 10dxl-112 K HD35 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L HD5B * 4505 378 518" ANCH. 3/4"STUD BOLTS TDX6 5320 2 - 7/8" DIA. BOLTS M HD71B - 6645 5650 718"ANCH. 3/4" STUD BOLTS TDX1 0 7845 — 4 - 7/8" DIA. BOLTS N LUS 6 1165/1070 1005/915 8 - 1 Od x 3� JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -1 6d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 1 14-1 Old x 1-1 /2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1 1195 1005 14-1 Od x 1-1 /2" U MGT/MUGT 3140 3140 22-10dX(1)5/8"ATR 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3"WEDGE BOLTS Or HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 585 535 10 - 10d SPT22 685 8 - 1 Od SP2 1065 605 19 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-1 Od X 1 1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ (B) (B) (A) A 1 11 1 1 A I I I —1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CAR,�IER—J —(A) Ji r/2xCONTLED INTERSECTIONS. SPLICING ER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.)---\ 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS-- 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS NAILS @ EA. END AjkSEE PLAN TRUSS BRG. Z -4 \—CONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3� CANT. FLOOR TRUSS CONN. I I SCALE: 3/4" = 1 '-0" MAIN FRAMING PLAN. SCALE: Y4"=1'-0" C) to T4--J Lij ru C� U — 0 LU V) To E 0 C) 0 CD Fn I-- C14 L-U E a) M 0) ca Cl) C CO T co O's C', C) r- LL 00 0 cj:� q -1 < 0 C)) 'CL 0 A] I BID. DO C3 z III, § CP. �z U) 1_2 � = '5 , .4 U� LU � 4) UA 4j - E 2 Cn M Z 0 CL— GO 0 WXOMD 0 E --j rr 144 z. 0 FESS-\0 To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com 0 Z LU z z LU U 00 U Re 0 LL ce ISLU V) zz E3 < cc z z z D 0 z 0 00 0 U OC) —j LL- L6 9 �5� . po Zo LL 0 <U6 0 r1r < u, z Z Lu 92 t2 Ln Lij 5' < Lij < z =<,- - Q� z C) 00 C-q Z V<) S z 0 0 cb z UJI rn z uj rn T-4 F:; 0 SCALE AS NOTED DATE 10/29/2018 TECH: MIAMES VERSION NO - 10 SHEET NO. 7.0 CJ1A CJ3A CJ5A TYIO___" CJ5A CJ3A CJIA < < 0 -0 2 Cl) C- '�)2 I Or'] im , I I k4s, , �j N CJ5A CJ3A CJ1A < < 0 co j C- 0 0 k-0 2 0 0 0 P. &2 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1615 1585 10 - 1 Od 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 1 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META201 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA201 2235 10 - 10d x 1 1/2" G H10A 1 1340 1015 18 - 1 Od x 1 1/2" IRT1 6A 1380 11 w) 19-1 ()(1 X 1 1/2% 8-1 Od H HTT4 3610 3105 5/9'ANCH. 08) 10dxl-lt2 HTT4 2715 5/8" ANCH. 1(20) 1061-1/2 i HTT5 4350 3740 518" ANCH. / (26) 10dxl-112" HTT5 3225 518" ANCH, 1(28) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4605 3785 5/8" ANCH. 314!'STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 718"ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS N LUS26 1 116511070 - 1005/915 8 - 10d x 3" JUS26 1115/1060** - 8 - 10d P HUS26 1550/3335 - 1335/2820 20 - 16d x 3 1/2" HUS26 192513295 - (20)16d x 3-1/2" Q HUS28 200014220 - 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 - 1 30d -1 6d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON 'SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS Or HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 1 585 1 535 10 - 1 Od SPT22 1 685 8- 10d SP2 1 1065 1 605 12 - 10d SPT24 1030 12 - 10d HrP2 1 645 1 555 12-1 Od X 1 1/2" 1 1 1 MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 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 A (B)=;A7 (A) A I 1A I I I it 1 11 1 11 11 11 11%\-10R2PLY ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 4870C. (+) 1--5 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 "'-rw1/02 1 OR 2 PLY CARRIER-J -(A) INTERSECTIONS. SPLICING XC L x C OLN T L E DG E R TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-U'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. I ROOF FRAMING PLAN SCALE: Y4 2!:C) C) V, (1) 4--J Lu (.n 0,- T 0 LU Cn ZD 1.20 9 1-- M C11 p LLJ E 0) ce) C M CO C-0 .1 CN 0 LL _r_ OD 5 -00 6 0 C) C; A I R D. N-C -D-C Nw �;r U) 51 14, Z6 1� 1z LU LU z qlai CN (D s�, m J CN INN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L Em Iq NAk Reft 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 z Lu Z.: c� W < Cr Of U400 < r- U 0 onacr LL- L% < 2 -. zz 00-JW 0 N @ ui W CLE F— cc z z, z D LL- (4 cy) 0 z 0 -0 00 0 U 3: 00 r% q --j U- z R0 0 uj 5� M 0 O,R -,!� <, r-4 oc 5 <� lcl� < Z z -.u-2 i a Cc': cc Uj L0 Lij Lij < < Lu �-<zq U c) 00 < z z < z < U, 0 =) z go 0 06 LLJ � V) �z SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION NO - 10 SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Ali lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/I 80. 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 -Safe verfical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1i 8F20-OB11T I In 0 111 (0� a IS 0 8F441B/lT8F401B/lT8RF40OB/lT8F321BIlT (0) FORM & GROUT SOLID J NT 4— IX P < C? L4 0 �_J5 BAR CONT. 8F12-1B/1T N) 'V'LINTEL DETAIL SCALE = N.T.S. 01 IEII'-Nm i — mum N N IN 0 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBA BOTTOM OF LINNEIL CAVITY B/1 T I b- tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL� 0 HEIGHT MATERIALS 1. f c precast lintels = 3500 psi. 2. fe prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11 " slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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 A51 0. 9. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT TOP (1) REQ'D 1/2" EAR ALTERNATE POWERS STEEL LINTEL 0 4 _..*_C�M.L. #5 REBAR AT TOP v > 4 - 4 F MIN. (1) RE =Q'D— 1-112" CLEAR 4 A GROUT o C.M.U. 0 5 REBAR AT BOTTOM OF IZO LL'UJ - LINTEL CAVITY i- Lou �O (0 W X Lu Z_� -BOTTOM 0: 0 0 � REINFORCING PROVIDED IN LINTEL �< 007 LL Z a LU � .. W 3: b 2� E <1 L ��7 5 REBAR AT BOTTC AS INDICATED 7-5/8-"ACTUA L '40MINALWIDTH (VARIES) U) 0 cr I . I L L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for instailation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications 4'-6" LL 1 L L L 74" LL MIN. LINTEL PLAN SCALE: Y4"=l'-O" (D 1� C1 �n CD LU r) U — 0 LU Lh = E 0 2 04 L_LJ E Cl) S) ce) _T' 0 .1 C14 C) r_ LL 00 *5 -00 0 < i::- —Ir < ci of w. 10 �:!'o Cq UHUJ C' Zo 1.- -92!] 0? . LU LU 0 cc bts M E Z LL LU C-3 S;m am *% Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florda 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 Z 0 LLJ < CL UJ W U to Z ULLJ < Z:� t:) Z /_ Z Lu _J 0 00 02 U < V) Z CZL Z C 2: (1) _0 M 5' 0 0 00 U 00 r4 00Z . 1- 0 "a 0", Tit ED U 0 C' ce 0_!a! N _J 2E ZQ ;k4 < 0 Z 2 or- Z LLI Ln L]j W Ce _J LU U 8 c) 00 5' < < Z ':C 0 lu R Z CC rq Z < D RZ 0 co Z LU 0 06 :5 rn T-11 a_ ul 0 SCALE AS NOTED DATE 10/29/2018 TECH: MIAMES VERSION No' 10 SHEET NO. 8.0 ___ -r-11-1 I lf, 1]"i 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TIMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTIM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 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 PCIF 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 TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ONA140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 DIL + 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: 311 C-I-P CONCRETE EXPOSED TO EXTERIOR: 211 C-1-P CONCRETE NOT EXPOSED: 1 Y2.. GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. t 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-1-P C CRE E (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 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: 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1,2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD 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 ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and E spray hea s shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5� FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra s etc., shall be made with permanent metal or plastic forms. Permanent forms must �e of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete overpoijr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be install,?d after construction is complete, including landscaping and irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department by a licensed pest control company before a certificate of occupancy will eissued. The certificate of compliance shall state:'7he 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-1)" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-10" 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: 513 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 PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81, 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 3/8". 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. 0 !P M C) E3 U) gmV) CD LLJ 0 L.Lj V) V) E 0 C) co (D Cl) 0 Fn 04 LU E C4 C),c A-- LL CO 15 - co , co .2 < 0 U) '0 O� < 6 A I 8D. r CD. CA Z Lu C-, S� q '5 S? LU LU E CL Z - 0 E' 8 z cc - LU �� c-, no is* 1441, ww%4ps & Li To the best of the Engineers knowledge, information and beiief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N imm"a A Ralk 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z M ; 0 z z Lu 0� Of UH0 r_ U 0 0 0 Q� 8 z g j tE D Z U - ul U) U LU M�@ 'o. -Z CL LU z 0 U > 2: z Z. z L4 3: < 0 72 00 ::D U 00 0 z 0 Z� r-4 U) Z<Z< Lu < � uj up, � lo Z z 2 -: 5. LU Fy 0 �j LU Lr) Lij < < t 5 z 0 2 !� 8 8i5,< uj C:) 00 rq < Z z < z 100 Z Uj :j < z 0 06 :5 LU rn -4 a. V) 0 SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION NO 10 SHEET NO. SN I - J, 1 , I 111l'i Ill.'d jj­;,j;jI�Ij I &j.kV.jj.,j j�jjj 1 11 1 1 17 , I I � I 1 1 U.1 _J M ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE I . . . . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . co� . . . . . . . . . . . . . . . + + + + . . . . . . . . . 8- �0 . . . . . . . . . . . . . . + + . . . . . . . . . . + + + + + + + + + + + + + + + 4 + 0', (TYP` 1-01, (TYP.) + + 6-4- +/ 6-0" + + 7 + 4 + + + + + + + + + + + + + 4 + + + + + + + + 4 + + + + + + + + , f + + 4 + +' + + ++7+++++++++ + + + + + . . . . . . . . . . . + + + + + + + + 9 + + + + + + + . . . . . . + + + + + 4- + + 4 . . . . + + . . . . . . . + + + ... + + + + P_ 4- + + +.\\ . . . . . . 4- 4- v- + UP 15/32" CDX PLYWOOD OR 7/16" OSB I `—RIDGE LINE 140 MPH (1.1103 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: 1� FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK F BOND BEAM STD. 900 CONT. #5 § 17 CONT. #5 HOOK bAh BAR SIMPSC w/ (22) - NAILS I 5/81 #5CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW 1posts FOR BLOCKINGfTJI MASONRY WALL OR OSolid INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR block all from STUDS above to bearing below. SECTION INT. BRIG. WALL N.T.S. 1/8" min. '?" — 2" min. Small 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails A" mnv 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indi ted or I U 6- 1 13 - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING j/8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. AEB STIFFENER - DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. -Under2ndfloor hirnnw/InRrI.q N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional F wall or beam below.* consideration. Check local building k1/16" code for appropriate details in One 10d box areas--20 of high or--20 sinker lateral load. nail each side 1 01-01t at bearing. TANK -LESS W/H Boise Joist Blocking i (indl nRilq Rt 91' n r. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 2 beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearing ocation F_ Series Depth End BCI 50OOsP 9-1/2" 1 2-8d 2-8d -11-7/8'. 2-8d I 3-8d 14" 2-8d 5-8d BCI 6000S 8CI 6500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d 11 d 6-16d SIMPSC w/ (22) - NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION =11�1 � Joist When joists meet over wall, provide U1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )IFFASTENERS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 0 0 (WHEN SIMPSON H171OA 0 . x 1 1 REQUIRED) wl (18) 1 Od x 1 1/2"' NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Provide adequate bearing Use 10dx3* nails at 6"o.c. for all J ist =1 11-7'-11 T-FL.0 for each lapped joist. A. blocking panel *Non -stacking wa s CORNER OF ITF HOME 00 H C G Squash block 10d nails require additional consideration. Foisist� GARAGE SIDE 000 (2x4 minimum) SECTION INT. BRIG. WALL 11 F-91 =1 I F I FINISP GRADE U) 5'-0" - N.T,S. 9 Bearing wall, Versa -Lam LVIL or r b STUB -OUT FOR -091 z _J LO Glulam Beam LJ GAS METER -1 0 NO HOLES (EXCEPT SEE FND. PLN. MINIMUM SPACING 2x GREATEST Backer block (12" wide min.) SIZE & REINF KNOCKOUTS) ALLOWED �k --- IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. NOCKOUT EXEMPTS) Install tight to top flange. SLEEVE THRU STEM (see table below) D 12" BELOW PIPE VERTICAL THRU FND. MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) SEE PLAN FOR GRADE ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hang FOUNDATION INFO ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges co El STEM FOUNDATION t t 1% PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" L44 14 IA 10' s7a;LamLVL or !qK 3tch "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" A %" ROUND HOLE MAY DO NOT CUT HOLES Filler block. GRADE REINF. SEE PLAN CENETERED @ PIPE 6" BE CUT ANYWHERE IN 6" 1 6" CANTILEVER LARGER THAN Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT iROUND IN 10-10d nails. 14 L A 4 LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top 4 '4' (D FROM OTHER HOLES mount hanger load exceeds 250 lbs. 'A MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Install tight to top flange. .4 15_�771 I _ I I I W�M� RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-5" (1) S IM PSON HTS20 OR (3) 16d TOE NAI LS 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. 111-011 (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13141 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING 12 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1/4"-2" gap -- Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffeners are not required when top /Web stiffner as / required if hanger flange is laterally supported by joist hanger. doesn't meet heirtht requirements .17 - 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. / A/C CHASE 4" PVC --- (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. z A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A, 4 1 A JeA A SEE FND. PLN. SIZE & REINF. C,3 C) C) V) 0 (1) C_/:1 4--J L,, C) 0 Lu ZD V) E 0 LU E 8 'D Im co a ca c,) �0 M r aj , 0 =, LL 00 0 < 0 CLC> 0 6) Lo !3�, V. CL cr) < 6 AI 8 D. N C B D C Iq 62 U) z z-: i,, z- - I— I11VX 4C a L, LU a LU -E -S In z 0 (D < 0 U) -2. ;- 6 M M Z U) M E C'i3 -- C') � — !� LL LLI e, Li J, 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 stn' ctural 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 0 Z 0 Z < z 0- z a. 8 8 Z W M �Rz. Lo, Lu @ C/) 10-1 W LLJ z zn E 0 z �z :z z _J 4 F 0 -0 'r OC) CC z < U 00 C) zo I'- �4 P k Q0 6 rr LL, M-2 g r-4 C/) z < lz;� LU LU < Lu 0_0 Z z Lr) di 2: z �-<Z8 V � F� 8- LU W z c) 00 r-4 Z t < 0 �S,, 0 0 M 0 06 Z LU rn T__I Q_ V) SCALE AS NOTED DATE 10/29/2018 TECH: IVIJAMES VERSION NO 10 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-) NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. P LATE " - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WIB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE J� (2) #5 CONT ON 3 (1) LAYER TYPE 11 (#30) 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH CY) 0 i. PITCH > 4:12 IT . . . ... . . v a (2) LAYERS TYPE I OR TYPE 11 A N 3 ... A* (#15 OR #30) UNDERLAYMENT 9 FOR ROOF PITCH 4:12 OR LESS. RUSS @ 24" O.C. U.N.O. P HURRICANE ANCHOR @ EACH 7 1- "M 7 RE ENGINEERED WOOD Ef Ll TRUSS (SEE UPLIFT SCHED.) W/ 8"' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT Z� NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES49k FOR ADDITIONAL SLAB '\, �3 INFORMATION. ALUMINUM DRIP EDGE 1 N S, El � r AL E *E 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4- O/C N. 0\ 2x S.P.F DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. � A. 1 _T/Ir 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE WIA HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE 'X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 wl STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ ____---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B.. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-61'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-13". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"xl O'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT ELEV. U-01, (ALT: 1/2"x12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE x 6 W1.4 OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL 6 x 6 W1.4 x W1.4 211 ATTACHMENTS 211 A. F.F. %'r O.C.) x W1.4 WWF OR FIBERMESH �WWF OR FIBERMESH z 3 1/2" M 1 3 1/2" M I r2" 1.11 = / ELEV. 4-3 1 P., LIL CNI CD > A.F C31/2-( in. .4" __7 .. 1/2"(mii 00 M �l ) 4e" 00 31/2"(min..). T 1 M I ril (2) #5 CON 9 (2) #5 CONT. 4" _'-4 8" Tr� 4" 114 8' U.N.O. MIN. U.N.C. MIN. C. TYPICAL BEARING WALL (cD STEP (cD SHEARW TYPICAL BEARING WALL @ STEP ALL rC "SHEAR WALL" SCALE: 3/4"=V-0" "CI5 -SEE SOFFIT SHEET LOAD BEARING OR - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8"&'X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. 1 "x P T STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR L LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 8" C.M.U. TYPICAL BOLTINFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON JL, @ 24" O.C. VERT. OR TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10) 1 Od NAILS P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL ----------FINISH TYP. 7 --,-2x ASSUMED FINISHED E . PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR . I GRADE 40 MINI. Fy=-- 740ksii., 2� #3 & #4 LAP SPLICE 1x2 FIT WD FURRING @ 24" O.C.-/ GRADE A Y= 6oks �> j FINISH GRADE 60 2 [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD -1-11 (1) #5 VERT. IN FILL MONO OR STEMWALL__*_1 CY) 25" MIN. LAP [30- MIN. LAP] U.N.O. CELLS(SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY co POR BARRIER I> fl 0? eAAN AA1 --- A FOR LOCATIONS) 6 MIL VA = ;w_ ----#5 REINFORCING BAR R 17/8" :> 1X4 P.T. BASE NAILER P " " rT ��T 2 VS I A P P I I r I= I 4 x4 INSPECTION 3 1/4" BASEBOARD NOTE: ;> PORT AT EACH *FOR BEARING WALL I I I I I Mi I El I IM I E9 I 1E N COMP, SOIL. (COMPACTED TO Ir ir ir I�Fll _LTIU�� L "T FILLED CELL TYPICAL W/ UPLIFT ONLY I - 95% MODIFIED PROCTOR ASTM F111 II I-- [�� Filf Firf F1I---. p MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR I E'�E _11 I EME T 1=" D1557) w 4" 1'4' MIN PSI MAY VARY PER V) MUNICIPALITY. TO CUT BLOCK OR POUR C W1.4XW1.4 WWF OR CURB DUE TO SLOPE ONCRETE SLAB W1 6X6 a-/-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. 00 l> I A r- 6 x 6 W1.4 x W1.4 171) N� \1 TR LL_ OP 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR"/ I 't 4 K (min.) 4"---\ BARRIER 2 - M / i, / .4 - 'A > C4 4-, �. E� / I I 1--MM, COMP SOIL ... . ... . . 95% (COMPACTED TO MODIFIED PROCTOR ASTM D1557) 3' MIN. CLR. (2) #5 REBAR CONT ON 3" CHAIRS TYP. 411 1'4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---i BLOCK WALL BEYOND 1411 O.H.D. RECESS 4" op SEE A/S3 OR J/S6 `_IL1T7Tj L�M-�Ijt - I'T. FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1 1 8" (2 STOR) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SCALE: 3/411=11-01. - �o- I GRADE (1) #5 REBAR w/ OPT. T TI-L"' I=S.CRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 314"=1'-0" S3 EXPANSION JOINT 04 A 4. Cl) SEEA/S30RJ/S6­- _lLI17TjI R, FOR REINF. INFO. 3" MIN. CLEARANCE I rTT L 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 00 IT.. .: - E !6 Cl) SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01 CONT. BEAD SEALANT -0. 0 i __j < INTERIOR 4 -3 1/2" CONCRETE NAILS W 11/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0? E CIO EE BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" _2X STUDS@ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U. N.O. W/ DRYWALL SCREWS @ 8"O.C. ON FLOOR PLAN INSULATION PER CHART CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 C EWWFORF - IBERMESH K S3 SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 2x P.T. PLATE SPACE ANCHOR _j BOLTS 6" MAX FROM END OF 2" x PLATE W 0 W 0 A __j a. a U) W W it- (2) #5 CONT.-f 5 ILI Fr ="I I I ON 3" CHAIRS 4" TYP1' (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 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7 EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) = 6 x 6 W1.4 x W1.4 04 WWF OR FIBERMESH - C? - en I ILTTIM -1 ( .) 1 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. SCALE: 3/4"=V-0" EE PLAN VARIES 1 1/2" RECESS FOR 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 Q -E 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS Cl) . A AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM `qV 'A t I (2) HTS20 SEE ROOF P LAN FOR STRUCTURAL 00 -1 A .1 A BEAM SIZE & 41 CONNECTION INFO 4 . 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 W8.1 z ATTACHED PER NAILING FOR REINF. INFO U) 0 OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 6XIS P.T. #2 SYP SLAB INFORMATION LU LLJ LU ABU66 SLAB STEP & RECESS (@ S.G.D. M SCALE: 3/4"=V-0" �, �3 SEE DETAIL 16/D1 FOR SECURE 2X4 P.T. BTM. PLATE COLUMN TO PORCH SILL W/ 1/4"x3" TAPCONS AT 8" O.C. q MASONRYWALLAND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c� TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. C:� SIZE VARIES PER PLAN I Cl) W/ MIN, (2) #5 VERTICALS 9 00 �L 41 4 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 LU 2� ow- U.1 F1 I I LU 0 BRICK PAVERS or SLAB PER Ld C 0 0 0 0 z EE < L'z " - //--COMMUNITY SPECS U_ =­ co = < -131 . ./ 6 - 0 ------- -- a I I I I I I - FOOTING 0 BEYOND PAD REINFOR -) I'll _111-111 III NT 3" MIN. CLEARANCE CEME (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETA I L rN SCALE: N.T.S. (D !P 0 - CD CD (0 < 11 CD c_/ 4--j M 0 LU Ln [21- V) E 0 93 co 0 C) LU F= 0 co CM M c- C, ali = 0 a, M., Cn 0 0 if co 00 C21- < 0 M 0 izz- U., C> 2L 71,- "r M < C; Al I BID. N ­B-D C F�, z LLI C.5 =0 Uj Uj -E `u� �0 z 0 -S th I z �A 8D j -00, v _j 6 <!�Tv z C51 >. T�o ;'s "I 01V To the best of the Engineers knowledge, information and belief, the structural plans and specificaflons contained within these 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 OZ 0 z< z 0. U) LU 5 < L) Ce of Z Lu J L Uj z 0 uj Z 2 � Lu LU ce Ce If 0 E _j - LU 10 (f) cu _j < z z 0 ->�, J x z z z D 0. (4 3r 5' -0 a) 0 z 0 -0 - 00 Ill. - U X: 00 r-4 < Q LL. 8 0, ;i H. E,0) _j 89 UO 5 0 2,g < < Lu uj..i < � U < ', r21 .- 0 r a r- -1 Z Z 2 '_ , =, X 0 0� 0, 2 LU Ln -I Lij Lij �­ 0,<D z Ln I,� g 0 C:> 00 Z z z z LU 61 0 �z 0 :5 < LU __q a- V) SCALE AS NOTE D DATE 10/29/2018 TECH: MIAMES VERSION NO 10 SHEET NO. S3 1 11 i'l- J 1111111il L 11 �-aTa. iTAIIII-aiii-diVii ii a, A;61; 1 !1 111 1 1 11 1 12 _z(7TSEE ELEV. yP)_1 SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2 2 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 DOUBLE 2x TOP PLATE _j ( .) 2x DEAD WOOD @ MID FOR CLEAN -OUT PO I NT 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 5/81, 8" 7 5/81, 8" F7 v SOLID AREAS ARE 7 5/81, 8" TONEAILS SPACED STEELAND GROUT EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR FACE OF BLOCK WALL IS 2 1/4" HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 'Eli 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES � O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 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) 1 Od NAIL PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE Mf BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. F� CL DOOR OPENING Fm '77 DOOR OPENING I I TO DRAIN EXTERIOR WALL WALL CLEAN -OUT El SCALE: N.T.S. �4 —1 A FE 11 v 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. D� TYPICAL SECTION THRU WINDOW MASONRY LAYOUT SCALE: N.T.S. � �4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 7 A 4 8" STD. 9(1`HOOK7� LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL--"---"' SEE FDN. PLAN FOR LOCATION 7 NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/279 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL --- MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE � < 0� RNMEEN\ LEMENNIUMM" X yj > 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.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR------_ FRI P1 GARAGE DOOR ROLLER � 0111 CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. _'�POURED CONCRETE BASE FOR BOTTOM OF MOI IN 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. IM )4k 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Old x 11/2" AT EA STUD (USE SPIS FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD < TYPICAL (U.N.O.) t� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6 P. J-BOLT TRACK BRACKET rop zARAGE )OOR -WWI I W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK ("K� SCALE: N.T.S. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EAEND EAEND EA END EA END SIMPSON 11-41 (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER . kREQ U I R E (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 0 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) 1 Od x 11/2" EACH SIDE Z�01 '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 TYP') SEE ELEV. SI%SON SP2 wl (12) 1 Od NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED _r,� BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP I. . CARRIER/GIRDER TRUSS 71 1 1 S I M PSON H ETA20 w/ (8) 1 Odxl 1 /2" ILI A NAILS AT EA. TRUSS VERTICAL WEB 71 (24" O.C. MAX) W/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--` --i I W/ STD. 90' HOOK IN K.O. BLOCK _7FM_ v 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 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED 'J" )Q 10d @ 8" O/C ATTACH ALL U EXTERIOR ST DS W/ �816d TOENAILS TO P PLATE NOTE: ..BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �4 SIMPSON rc_� P.T. ATE SIMPSON SP4 SP2 aiiviPSON SIMPSON Spi SIMPSON- SP4 '�'-10( ST J- M TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/Sl SEE SECTION AA/Sj AND BB/Sl FOR AND BB/Sl FOR ADDITIONAL DETAILS ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING SIMPSON SP4 I R, < I I 2X8 P.T. BOTTOM P TE SIMPSON SP2 \-NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON - Spi SIMPSON RECESS SIMPSON SP4 LINTEL SP4 I V \\-5/8"xl 0" "J" BOLT @ 24" O.C.. MAX F C (MIN. (2) PER BOTTOM PLAT SIMPSON SP4 " LBLOCKING W/ 2-16d TOE NAILS TRUSS BOTTOM CHORD OR 2x4 @ EACH END ;2� CL U) 2x TOP PLATE -A 6d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM V2-1 _�/L_ CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE rp EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FO:R PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"�j SP4 2X TOP PLATE OVERLAPPING NAILS@ 6" kGGERED �OLTS @ 24" O.C. kX 2X P.T. PLATE SCALE: N.T.S. _" �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR F) F) F) PF) T.R. C ROOF TRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10"J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS@ 4 10 d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. L PLYWOOD -PLYWOOD FASTENED TO TRUSSES F WITH 8d COMMON WIRE NAILS @ 4" SHEATHING O/C BOUNDARIES 6" O/C EDGES _10 & 8" O/C FIELD L_ I L f (E) e SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY— 518"X1 0" J-BOLTS @ 24" O.C. SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0­1 MAX. (MIN. (2) PER BOTTOM M 2X8 P.T. BOTTO PLATE 7----'-- 1 L5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. r_"� FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. C) C) co 04 Q) 4--J LU 0 LU T E 0 2 co -2 C) Co r.- IN LU E a) Er 'Cu C1) ce) -Or- 11' 01 _17 Ili U I TO 24 0 0 - :E; U_ 00 0 :3 ce 0 _" rl- U) 5. S CD U-) 9 A I N,C,B,D,C (n N, - n z LU e� z W < g LU 10 Z 0 to UL RE G.00 2F W z e cb 4 0 "N' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineers signature and seal is only for the tructural engineering portions of the drawing pages bearing Engsineers signature and seal. L E N NA R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 H z< z 0. Of of U , E 0 01� Z LU of L!5 < �z Z n LU Z U LU � 2 M, � 8 e*_*N Lu C14 M @ 1< 10 Ln 2: z Z� z 0 00 Lu U 00 rq U) �9 8 � ;� 0 1:: < Q M- 2 -0� 0< r'j C) Er_ z < 210 cl� < z z r-A Q� P, 20: Uj LLJ Lij 2: < -Z 11 9-1 .8 00 < :�!� z z < D U) S 9z 0 0 00 z :5 LU T _J �) <.z. SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION N 0' 10 SHEE-7 NO. S4 I It H SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU I SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON 1­110AW(18) BACKNAIL w/ (2) 16d NAILS SIMPSON 1­110AW(18) SIMPSON SP4 w/ (6) 10d x _\ OUTLOOKER NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OHTI OrWPIP QMPODOyPIAIAII HQC 1n,4 11 110" AT CA I TOP @ 24" O.C. / NAILING SCHEDULE FOR OUTLOOKER MNIJ INMIL11NU SCHCIJULC @ 24" O.C. CHORD--- — r SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F OR x /? 0� N 77 FIRST FOUR ROWS OF 45' �2 4 " M �AX, TOP CORD BLOCKING 45*± 45*± 2X4 CONT"L" BRACE TOP COR BLOCKING TRUSSES @ SIMPSON H1 OA W/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4CRO '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 72X4KICKER OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 1" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ , 0�0/) @ 8'-0" O/C. C EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4CROSSBRACE I WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. E TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL -1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od LEDGER TO 7/16" OSB SHEATHING F�NAILS & (2)10d TOE NAILS @ t _,---FROM BLOCKING ATTACHED W/ 10d EA, END 1 '�­ -'----GABLE @ 6" O.C. EDGES GYPSUM WALL BOARD TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CM 1 0dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED MF:i 31.3.11._ L I L... .1. 1. 1. THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 10d NAILS 6" O.C. "T" MR INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING (d 2x4 ON T6P OF PANEL BI OCKING��' WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED wl (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER S I M PSON H ETA20 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) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" rT� EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. � �5 SCALE: N.T.S. �, �5 TITEN ON OUTSIDE Q A rLe"Kl A I I AAI/ P) I rA Ki A I I Q SIMPSON H10Aw/ (18) I SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES A R OUTLOOKE AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHINg DETAIL r@ 24" O/C 2x4 OUTLOOKER @ 24" TOPCORD O.C. (OPTIONAL - SEE 24" 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) 1 Od & (2) 1 Od RIDGE FASTENED AT "L" BRACE TO EXTEND rAT TOE NAILS @ EA. END EACH JOINT W1 (2) LEAST 90% OFWEB 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 F7/16" ,�,­1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ILS ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6"O.C, EDGES AND 12" AND 12" O.C. FIELD '1_1(2)16dNAILS END TYP. TOP & O.C. FIELD —.5 BOTTOM ATTACHED 48"A 2x BLOCKING W/ (2) 16d TOENAILS —2x4 "T" ON TOP OF PANEL If BLOCKING, FASTEN WITH M — 2x4 "T" ON TOP OF PANEL SIMPS6N HGA1 OKT w/ (4) 1/4"xl 1/2" 1 Odx3" @ 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) 1 Od )YA i Pnrpp tKA,&Trn4 Ptr)TTnm NAILS AT EACH STUD DbL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION K4 SCALE: N.T.S. SCALE: N.T.S. � �5 -REFER TO DETAIL J 1 1 Od x 112" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL . ......... OUTLOOKER F@ 24" O/C X-BRACING, AND TOP x NOTES AND NAILING x \F TOPCORD CHORD BLOCKING SCHEDULE FOR BLOCKING FOR INFORMATION ;0 00 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2' 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES ao 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) It AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE EE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END ABLE TRUSS TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. - 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. ES AND 12" O.C. FIELD O/C w/ (2) 16d TrWMAII Q n, CA Plklln (D = 0. 148", L = 3") OR EQUAL NOTES: (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS - - - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANE OF THE LAST LAMINATION k0t-AUL A0 0MU N r-Uh J-rLT) BLOCKING, FASTEN WITH L_ 2x4 BLOCKING W/ 1 Odx3" @ 4" OIC (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SCALE: 3/4" = V-0" SECTION r9 SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. �, �5 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING -�771 4, 3EE PLAN FOR OCATIONS) _) 1 0dx3" O/C ;>x4"-'z�J/ TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL f/ �J SCALE: N . T.S. � S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" 0. C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING F'HL-LNIJINLItftU WOODTRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP I '-MINIMUM (2) 16d PER JOINT "--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. � S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 1 24" OIC (TYP) k 0 z W BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAM10KTA wl (4) _WN\M0ISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" \-BOND BEAM TITEN TO CMU MASONRY WALL 2X4 BLOCKING—,,,,,, 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 4 10d NAILS 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0 TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL,"" 6 SCALE: N.T.S. � S5 DIAPHRAGM BLOCKING @ 48" O/C ,/—GABLE TRUSS I TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -n I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. d LU d Uj 9 9 9 z ED UJI LU M < 9 C=) d UJI I . 9 LL_ . . ARCHITECTURAL FINISH NOTE: I EXT. WALL CONN. "' NON - LOAD BEARING LOCATIOn(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. \,_S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N. 0.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-O" - 6-011 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Lu CORNERJACK a- LU z _j HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO X-O" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C) C) v) CD (L) C-1,3 4--J LU 0 LLJ Lh Of Ln ZD C, 0 C:) F— C14 LU I.— E 0 C', tm M c' C', a) -0 C 10 C14 0 C:) C) r- LL 00 � - oo < 0 0 .2 j:z, to CL C, LO 8 Dj N C B-D-C U i C-1, cp,- 2 U_ LU =L, t . Lul 0 , &, _­ 2 Z 0 �g -Pr I Z5 Z,. Aa� LL X 0M c4t % < % To the best of the Engineer`s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer`s signature and seal. L E 2104 N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 2 z g z <x 4 E u jo E- - - z W Ur Zf Z Lu U Lu LA z z > W 0 U z z < _0 CF) yj z 0 -0 00 < ul 2: U 0o B z 0 < uj g (*'4 LL Z., z < N. z Z 2 E5 2 ME ii UJI Lr) T__q Lij Lij 2: < El :) §�zp �2 �j c) 00 < z z Z U D Ln S &Y z 0 01 06 Z UJI � M < Z, T__11 a. V) 0 SCALE AS NOTED DATE 10/29/2018 TECH: IVIJAMES VERSION NO 10 SHEET NO. S5 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, 12 PRE ENGINEERED Z_ �7 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. -SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905] INSULATION- 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P ;P1 SCHEDULE ON SHT SNII) CHART ON FLOO PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" OIC WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WIB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO Uj LU 16" O.C. 2X S.P.F. STUDS = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID tu 3/4" PLYWOOD DECKING GLUED AND NAILED W1 1 Od _j =) LU LAYER 1/8" THICK. LL COMMON @ 6" OIC EDGES AND 12" O.C. FIELD = Uj INSULATION PER 1/2" GYP. WEI OR 3/8" PLYWOOD/ TYPE 2-M-W OSIB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL IN I S 6 A�S V6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT E PLAN 0 - OR FELT < .1 PAPER FOR MOISTURE BARRIER 4 J.H H 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C 5" O/C CEILING & 8'O/C WALLS \�=8"&'X16" STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB P AW6 2'GY CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER 7E W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) Q LU)i 4"x4" INSPECTION PORT AT U_ M Cr 0- EACH FILL CELL TYPICAL LU U) 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD LO TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING MIN. PSI MAY VARY PER ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 410 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED F '4 4 .4 00 A. A4, - FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS A. = DE. �;:=_ 09 SEE FRAMING H GRADE WEEP SCREED A' :A 6x6 W1.4xW1.4 V PLAN INSTALLED PER MANUF. W A A S_ 4' WWF OR FIBERME H @;.A \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" ._NLW 2"X4" CROSS BRACE @ 48' tt: It:= — I 1 -0" OF NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2' (3) # 5 REBAR ON 3" CHAIR STD, 90'HOOK END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (SEE DETAIL) W/3" MIN. CLEARANCE END INTO 2"X4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION SEE DETAIL 2/D2 FOR MORE INFORMATION SCALE: 3/4"=V-0" �, �6 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION � �6 FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER, MANUF. S I M PSON H ETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-101" RIBBONS ETAIL (F us D LOOR TR S) SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION --1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT, 5 F-16". (2) ROWS OF 2x BLOCKING @ 3rd 518"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > T-15" /r--EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .4 .,1 — 4, A 4' . :4 A 0' -I I I;;;11v1i il wim—LI YFJ I I I�Ll I 1-11 I7Mj�1=------t (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" V-81' 81_1 CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - (2)- 2x TOP PLATE BEYOND 15/32" OSB FXPOSURE1 SHEATHING uj W SOLID:2x BLOCKING @ ALL C SHEATHING 0 U) EDGES(SEE OPENING SrQTION X�X) __1 W 0- 0 Fr ig c� _2x STUDS LWLI = BEYOND. U) SEE PLAN 0 0 V) FLOOR SYST M I I (V L \-2�4 P.T. BASE PLATE BEYOND VERTICAL SEE PLAN 2x RIBBON OR--' "'��FIORIZONTAL BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT 4 FT. 5 FT. 4 FT. 2 FT. 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE : NAILING ZONES (SHINGLE ANDTLE� a Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4 O.C. ON EDGE AND 4" O.0 IN FIELD 0 , z U� (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANKNAILS) 0 w NOTE: z: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD _j C) J j x (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 Ld 0 _j 8 a _j SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 0 U) 0 U) co 5 PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO co U) � 2 = F- STUD AND OR BLOCKING AT ALL EDGES. , woo cr LL t LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 118" 3/8" "S" = NAIL 3/8" SPACING zt" 3/4" S; 1/2" 1/2" S (2�) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C, TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 31, O.C. STAGGERED WALL SHEATHING INSTALL. rc LOCKiNG SECTION X-X & NAILING SCHED. ,0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR K 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: 1 Od NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x EXTERIOR HEADERS: CRIPPLE STLD'i (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.( I 0.) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE L SEE PLAN FOR REQUIRED CONNECTIONS &nZI-N 0 LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O�C. W/ TDIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) SLAB W/ 6X6 W1.4XW1A WWF OR FIBERMESH —1 2500 PSI CONCRETE MIN. E d -:A A 17: 7 M I A\ H_ (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 4-4 1 (2) (3) (2) 2 (1) LSTA30 9'-16' (3) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16- O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=11'-O" ADDITIONAL INFORMATION. 00 FINISH GRADE 59 9 ;2� (D !;2 -0 Cl) C) C> CO C.1- Ln CD C: Q) C-0 (Dru 4­J LL, M U — 0 LU v) 0,_ E Z:3 0 V) 1.— v(0 2 M C) 0 p. M Fl- C14 . . LU E 8 a) CM M C C11 CO Lp.s (6 00, -, -_ '00 u r., 5 00 0 <C CL C:) 0 CL < BID. N C-B-D Nv I T, -:*: a) C; re LLI :2 z U) f— 0? ix = U_ LU � 6 aj Cc) je Uj �z z cc j? C3 EC' M z LL A z _0 com_-. ;A % _2 C% j; 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, OPM Elk N AIL EFOR& L= " Niftm 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �5 0 z 0 z C� LU < cr U r- �� 8 00 0 0 W z Uj z 25 z z W z uj 0 co uj C) Ce ce � 0 8 �� N � @ LU 10 U) U) z z 8 > _j z z < 4 3: :D C: CU _0 (n LU 0 0 -0 00 U 06 0 g 8,z l- 0 A-1 se P OU 6 _j < Q M- 2 2 6 -< zw (r Lj r 0 0, - z < 1z . � L" n 2: [d Z z �5-2 � cf)" 2: LU Lr) LU Ce t z 0, U-1 z < �2 U LU C) 00 r'J < z z Ce z < < 0 Z H 0 z 0 Uj r —1 V) AS SCALE NOTED DATE 10/29/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. S6 7fl, Ij I 1 -7 Til T F�, Fi IT i �.i.i 1 1111 � I IV I I - I I- I � I VVI k I vi I vu ��I FLAT STRAP NAILED TO RISE1 THEN WRAPPED AROUND STUD PLAN VI EW SCALE.T" = V-011 E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0- STRINGER MUST MAKE FU CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL-2-< DOES NOT BEAR IN I I I I WALL SECTION V SCALE: 1 V-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING '1� A u"Mol 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL '--2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND4"GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1X4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAILS) CTION VIEW "All SECTION VIEW "B" SCALE: 1 V-0'. SCALE: 1 V-1)" GN THIS STUD WITH FACE OF 2nd RISER '11� __F ____1 6k -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ROVI DE MOIS/TURE P OTECTION LATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I" X 2 TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONIC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. SECTION VIEW fvcfv SCALE: 1" = V-10i" 1X4 GLUED AND NAILED TO STRINGER I 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOTTOUCH STRINGERS E2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER\ (14) 1 Od x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS I EW "D" —2 SYP CUT TO FIT BEARS IN WALL _--2xl2 SYP 0 T BEARS IN WALL BULLNOSE DETAIL SCALE: 1 " = V-10" INGER A GLUED ) NAILED SECTION D-D —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON "�'�x8 AND 1/2" GAP TOP AND MTS12 wl (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING ------- —2x4 DRAFT 2x1 2 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED I III I NAILED 2x4 PT NOTCHED INTO �RQ 9 STRINGER AND TAPCONED \�2x8 SYP DRYWALL STOP MUST GL INTO FLOOR WITH U=�� NOT TOUCH STRINGERS STRINGER CONTA�CT 9x4 RI 0C X IN KNEEWALL FOR 2x12 NAILING x4 G POINTS I LUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: J" = 1'-0" N STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1 " = V-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) ED] SECTION VIEW "Ell L 't2x8 SYP DRYWALL STOP MUST x/NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H y �E SECTION VIEW SCALE: .2' " = V-011 AI M F 2x4 ST( 2x4 SCALE: 1 " = V-10" ka NOTE: 2x8 DRYWALL STOP NOTSHOWN TOP OF STRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING El 2X8 BLOCKING CY) FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON C BELOW ALL NEWEL POST OR 11 x 16" VL BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND \,--FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST. SECTION VIEW "Gil BLOCKING. SCALE: 1 " = V-0" ' SCALE: 1 " = V-10" SECTION VIEW SCALE: 4" = 1'-0.' STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE.5) SCALE: AS NOTED JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X STRING� R 2X B OCKING I PSON MTS 2 w/ 1 Od x 1 1/2" NAI ILS D OIR 3 2X BLOC/ING RIS R IS VARIES ECTION VIEW "H11 SCALE: 1" = V-0" (D 43 :zc, C> =C) =43 r% RA v) 0 (3) C-0 LU U 0 LL1 ZD v E 0 2 C, ra C) �g ;E! C, LU E- 0 0", C', a CIO Cl) WIN'— -T. C') 0 IIIM C) 33 T LL 00 - 00 I 0 5 rx-_ 6) < 0 fz- Cf) In. 6 LO 0 01 CL < AI .... . . LU W LU CD LU Z_ 0 1 th :1 is! "-L 43 U) z < LU 04 M AND, To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fiords Building Code - Residential 6th Edition. Engineers signature and sea] is only for the stru ctural engineering portions of the drawing pages bearing Engineers signature and seal, LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennaffampaxom 0 Z 0 uj z < z 'L g Q: < Q� x 80 0 U, < < =1 zz z IU z _1 Lu .0, 8 Lu @ < V) (3) U) z z a .�: z z < C: LLI z 0 00 < w 2: U 0() r"4 :Z 81 9 z' ME 1:� �e P <z OU 15 < J.2 U 2 rj (g LL_ z z < Lu cr-1 < < g z u-0 w=),11 Z2 Uj Ln Lij M -za -I < z V) UU 2 00 z <<O :) V) 0 CY z Z W ul 0 z 0 rn 0- LO SCALE AS NOTED DATE 10/29/2018 TECH: M3AMES VERSION NO' 10 SHEET NO. ST AF I I " 1 TFI,1!1� Wj, filli IIIAML.l I 1 11 1 i 1/2" DRYWALL 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 Fl/2"DRYWALL DOOR JAMB (REFER- \\V�11 XA �1141 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 F MAX. 8" 4111111, 40 z _\ F P.T. TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. TO SHT. SDW2-K1 #** CnO tInKIKI MICTA 11 0 FOR CONN. DETAILS, FOR CONN. DETAILS X 4 1X4 X 4 1 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG ........ 3-1/4" LONG X 3/16"0 J FURRING TAPCONS TAPCONS STAGGE TAPCON. INTO R STAGGERED @ 16" 'T O.C. LL,2X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" 1X8 PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 2-ROWS INTO 1 x4 P.T. & 1 x8 P.T. 1-1/211 DETAIL MASONRYTHROUGH 3-1 DETAIL 1x8 P.T. 8; 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1X4 F1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR I A14 TA 0 EA P C C '7 CO H 4 E N N F D R z V TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAII-Stt C 1X4 P T A�z 01=r _j 6) 1 Od @ 12" O.0 FURRING 0 2X8 P.T. WITH 3/16"0 X 3" 4S L 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" 0 . C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL FILL SOLID BOTH CELLS #5 REB (TYP) STD. 90 HOOK 'L� LNOTCH WEB AT FIRST 2 COURS AR #5 REBAR (TYP,) #40 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD a : M I I t'\%,nCU VVI-XLL onr-m I NINU I v 2X BOTTOM PLATE W/ 8d @ 4" //// O.C., 2 ROWS STAGGERED 4 **4*# leD. 9W HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) rYP.) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL '-±2-L NOTC FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS THE ES 411+ INTO BAND JOIST& (4) 1/4"X2 3/4" TiTEN INTO K.O. BLOCK LFILLED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSK*cc� FOUNDATION PLAN FILLED CELL INSTALLATION SCALE: N.T.S. III RETROFIT FOR MISSING EMBEDDED STRAP �s SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0- 8" 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) 1/4"xl 1/2" SDS 112" DRYWALL IS2 PLY INSTALLSIMPSON LGT2w/(16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) —LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR INTO BLKG BUILT UP PLWD. BUCK ARCH PANEL OLE IN 0 S� B - FOR CELL IN 1: IS AREA 1 nfi N III q 17A IKjT0 Sz FURTHER INSTRUCTIONS. POLY CELL IN THIS AREA ---2x845 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 OVERHANG-L AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. pq \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB d4 INSTALL WDW. SCREW ANCHOR-' \_ PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) 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 1 1/2" 1-1/2"THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. 4'MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 0 TO TRUSS TOP CHORD ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. 11-011 51-011 SCALE: N.T.S. 12 + 7'/Y PLYWOOD SHEATHING SS JACK TRUSS PROVIDED BY EE + + S TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + $Lf INISH FLOQ 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT IN B-B PER NAILING SCHEDULE LL TO SUPPORT 1/4" MAX TRUSS + A Z-10" SOFFIT A #5 BAR ;�N !h + '10" % BLOCK HEADER IMPSON + CENTERED W1 => SOLID BLKG. AT TOP BTWN. ARCH + z 9 Ur 1 X 4 FURRING X6 TO 2X4 H2.5A w/ (110) 2X4 SYP IN TOP 9 BLKG. & BUCK 8d NAILS EACH TRUSS KNOCKOUT/ N A 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2x CONNECTOR t?, +. % NAILS AT EA. END MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) T"'� - 12d NAILS T SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 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 �B�ULATION TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) ------- INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. IT DIRT TO BE INSTALLED 000, BU I LT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL A rSTANDARD C) 7/16" OSB ARCH PANEL 90r HOOK 04 SCRIBE (NOTCH) BACKSIDE-- 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD FOR OVER HANG FILLED CEL IWI 8d NAILS '-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") IV L tl:' J 1, V L, EQUAL EQUAL 4'MAX. RAD. " X 3 1/2" TAPCONS AT 16" 1 "_ L BTWN. OSB ARCH FACES W/ (4) 10d NAILS _j WALL USE (2) 1/4 INSTALL WDW, SCREV ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. Vs PER INSTALLATION DETAILS ARCH DETAIL N S 10 N STEMWALL FOOTING SIZE AND B-B SECTION @ ENTRY SECTION @ ROOF EXTE REINF. PERLAN AND STEMWALL SCALE: N.T.S. SCALE: 3/4" V-101" SCALE: 3/4"= V-13" MONO TO STEMWALL FOOTING SECTION DETAILS 1\ �s \1.11 �s 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 DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W , W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - ---A COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION 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 61-0" U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER /-F.F. EPDXY MIN. 6" EMBEDMENT & < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE M LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP U_ LU NON SHRINK GROUT. 0 LU THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _07 0 REINFORCING AS FOLLOWS: U) SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. L #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. P IF EXISTING FOOTING 6" MIN. LAP SPLICE W/ 3r 2 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL c:( = - (2) #5x6' IN CONC. REINFORCING PANEL LO FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4"x5" 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 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE co REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. CN TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT _'0 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 1___' . . 1, 0 . I TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3" 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. 0o, 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. Qi� 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" = V-0" SCALE: 3/4" = V-101" FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK, C, C> C> CO CD 4--J Lij LU 121) V) V) E 0 �3 M c) C) LU E — 8 04 (D Cl) 0) C) -IOU 2) _17 ai EC2 .1 04 0 0 CL 00 < 0 Cn CL Lo 0 ch< 6 Al R D. MIR 6, U z F­ zg� LU z_ 0 -g g ch -% 1.5 4n M E z LL LU v co _J'\ < 11VIS 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 0 Z 0 i V) U-j z z g z 0. Q� U Ho 9 0 z Lu 0 Lu Z 0 @ < Lu CL z z U > z z z z 0 OC) < U 00 r-4 U) po 0z UO j R-2 r4 LU C) r-R.- 00-� , g g Lu �� X: t 0 ou? 0- 2 z z .0 2:2 W LU Lr) T__11 I Lli t�z C:) Cal 06 z :5 U) z 0 rn T-4 a. U0 SCALE AS NOTED DATE 10/29/2018 TECH: MJAIVIES VERSION No' 10 SHEET NO. SS — — --------- Tl I I I I 11 7TF— IT 1 1 —7-- 1 1,t � 111killi :1 .11 1 T1IU1Aj1 1 11911,1 F I I I h I CROSS BRACING DETAIL (TYP.)r SCALE:NTS SEE RO F PLAN SHEATHING * E 'I'j AN SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -�::= ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ��A TRUSS (2) 12D NAILS ----J 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 E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) S I M PSO N H ETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4'x2 1/4" TITEN8 EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 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 n AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL "" ENTRY FRONT WALL QC_v SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ MIN. (4) 12d WHEN w/ (12) 1 Od NAILS SIMPSON HUC410 w/ (14) kSEE PLAN FOR BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — CANT INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM PRE-ENG. TRUSS SPLIT TO TIE 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO \:M7/1 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE& BASE OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. /--COLLAR TIE EVERY 3rd FOR COLUMN SIZE &ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN TO STUDS wl (3) 16d AT R OOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FORJ EACH STUD - TOENAIL LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION INDICATED ON BM. A CONNECTION INFO OPTION B _ OPTION C. w/ (3) 1 Od PER NAILING SCHEDULE O.C. MAXIMUM, 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. ' CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON BM. TO POST ATTACHMENT rA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB FOR BEAM SIZE & SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS 7 CONNECTION INFO. �� BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) w/ (4) 16d NAILS TO EA. --- ---- -- PRE-ENG. TRUSS A A A END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR POF ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A I .��: 1=g- - NAILS AT 24" O.C. DIAG NAL----,,--- 2x8 #2 SPF RIDGE BEAM P—M Z - �i_ Wj I I AT 8'-C" X i I SIMPSON LUS26 wl (8) 1 Od NAILS ZSEE MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) \--SEE OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. PLAN FOR SIMPSON LUS26-2 wl (8) 16d NAILS TO FLOOR FRAMING PLAN x THAN 4FT @ 2'-0"0. C. MAX. w/ (3) 1 Od CANTILEVER IF MTS1 8 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 1 Od NAILS 2X1 0 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT _—CONC.MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G,T. INSTALL (4) LAG MASONRY WALL .0 SCREWS EACH SIDE) ffYPICAL) A -A ALTERNATE BLOCKING CORNER T SECTION AT LOW ROOF r9 SEE FOUNDATION DETAIL @ INTERIOR BEARING 511 PLAN FOR MORE INFO SCALE:NTS 4 A/ --------ZWOOD J I SCALE:NTS COMMON BM. ATTACHMENT TRUSS PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS -OIL VARIES 11_r 2x STUDS @ 16" O.C. x ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 1 Od NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d —VAL COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON :�_NAILING SCHEDULE STRUCTURAL SHEATHING PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL� Li I LOW ROOF/WAL L (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SS SHEATHING ATTACHE D STUD) -.&Z I PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W1 4VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS1 2 w/ (14) 1 Od x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL—\ >< vv SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. '--2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ AA (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER -11 ------- >< ------- NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. X STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR gk SEE PLAN FOR PLATE BELOW MASONRY WALL _* A 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN—:: (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. z W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR , A TO GABLE TRUSS LOW ROOF TRUSS W/---,/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEARTRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL - SECTION @ ENTRY r8N� CONNECTION K�22� SECTION AT HIP GABLE rj_2`� SECTION @ BUMP OUTr3q'**� SCALE: 7TS' SCALE:NTS SCALE:NTS SCALE:'NTS SCALE:NTS ��j DETAILS & SECTIO_N C> L/) 0 LU 0 LU L/711 .2 E a cc C') 0 L.0 E 4) CD M co -7- di .1 04 0 9 C:) LOL 00 CC) < 0 0.1 — 05 CL r'- - < 6 Al I BID. '�v to 8) E; F1 Z LU 1"- 9 =0 z U) LU 9" LU E im z 0 4n ="o cc 0 z 14 .,:;z 04 LL Uj El ' q1_ �_? , Cal 'Z < kl -zz <z' !Z_ Alx\_41 To the as o e ng nee a now a ge, the structural plans and specifications contained within these drawings comply with the 2017 Ronde 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, LEN N A RC 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 0 z 1<1� < z C� 0- cc) z 2, Z. Z. 0 Lu R C U uj < U) 10 LU ri 0 z zn > z z 0 LU W 0 00 06 z < U 00 C/) _j 0 LU r-4 LU 0 C, < L-,j c"' �u g . Z Z =0) 2 LU Lr) _j r_4 I Uj 00 < c� z r"j Z �V)2 Rz Z LLI 0 U) z 01 06 :5 LLj rn T__I 10- V) 0 SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION No' 10 SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1 Od NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. N EXT * SHEATHING MASONRY WALL G) BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP + BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/13 (2) 2x HEADER SEE PLAN S SEEFOR 2 OF MASONRY & 8d EEFOR BLOCKING NAILS T/B FLANGE BLOCKING 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TO ENAI LS AT EA. INTERIOR HEADER DETAILS DETAILS F Ul) + FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �4- . P . . IT, ..... 2) SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x TEM FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2, AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING S I M PSON LSTA30 w/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL Ue VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d J WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"O.C.. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIS END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 1 Od TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR KTN� HEADER CONN. @ 2nd FLOORK4N� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCAI P N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP —7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTIO N PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 2 - 2 x 4 SPF SIMPSON CS1 6 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT T CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) SIMPSON LSTA30 wl (22) 1 Od NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (111) 1 Od 1: (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE N NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. SIMPSON SP1 wl (10) 1 Od NAILS INTERIOR HEADER —NAILING AREA (TYP.) IDE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER ___@ (2) 2x HEADER SEE PLAN 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ 1, (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE 1/— (2) SIMPSON MSTA36 STRAPS w/ CONNECTION @ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q[S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26)10 d NAILS V DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR F AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SP EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR T 12d NAILS AT 6" 6 PjAE PLATE 2x CRIPPLES @ 16' O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 wl (6) 10d x C B B C ERED (�F ) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W1 (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. x 2 AB WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N 0. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 7(2)1 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO To TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. COL. SIZE b M 2 x 4 #2 SPF STUDS INTERIOR HEADER 2x SILL PLATE W/ (2) 12dTOENAILS. TYPICAL BLOCK WALL-------_-,. PLYWOOD ATTACHED PER NAILING SCHEDULE V SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" 4-- BOX HEADER (1) AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ee V ANCHOR BOLT w/ (2) 2x TOP PLATE SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. q F rCF 2 x4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 1, ��n TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPS ON SP2 w/ (12) 1 Od NAILS AT . 16"1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS 41 F,h 4- /L TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCHJACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR r5_�� ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR �6 STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER i( 2 STORY COL. GIRDER Ko" 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ---ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED /—(2) SIMPSON LSTA24 W/ (18) 10d NAILS\\- (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN '0 MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 TOP PLATE ATTACHED wl (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOE NAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3110/ 2x CRIPPLES @ 16" O.C. @END OF HEADER. SEE W/ 12d TOENAILS. 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO, (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE �1� ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 1 Od TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. — AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. j' V,� (D V C> C> cli E3 V) 0 Q) C_/:� CDM 4--J LLJ n U — 0 LLJ E u C:) CO E C14 CD M a ca C, 8 T -0 M 0 .1 CN LL 00 djjjj= 1 75 -00 0 2 i::- 0 0) co 5. 6 LO 0 A 10 CS C-1 LU 1C.- g� 1— 19 -, 21. -, LU 11� �j 41 7N 0. (Li 0 a ) Ul z 0 U) c, 0 �60� U) M E M LLj5 z Uj WAWY13SENG.COM CD. ONNN _j _j cz C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z Z z 9 < < Lu Ix U U0 0 rs 0 x 0 Lu Z 0 Lu 0 N U) uj R z 0 < z 0 LU cn z 0 -0 00 C,5 < U _r 00 U) _j 0 9 R Zo j7" 0 < < U ZOO Lu Uj M 0 0�. _� < CY- < lu Z z LLj Ln L1j < z z0:1 0 2 P, Lj Lu 0� z c) 00 C-4 z t—u V) 8 CY z co 0 00 z LU R 0 � n a- ul SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION NO 10 SHEET NO. D2 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weat barrier above header to allow for flashing THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING J REFER TO TECHN�CAL LETTER ON CHEM CAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE - NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER �E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING L5 SELF -ADHERED FLASHING E kM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1 "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETUF 1�1 11) UP JAMB 6". USE LIQUID NAIL BRAN OR EQUAL WEATHERPROOF CAULK,11,�IK3 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (S E E D ETAI L WP07) § 1 Q SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH iHERED FLASHING 8 1 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 crin : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE APER P 4 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIVI 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 ot 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 ofthe 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 FIVIA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTIVI 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 in each detail that corresponds to the numbered items in the list of 0 instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per I Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE e 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 CD CD 13 E3 (3) 4--1 UJ 0 LU V) V) 0 11-- 2 C, 0 C:> " - , u-, E 8 0, C, 0) co a M M -M -0 co 0 0c, I-- E: 00 co 0 IM CL C) 0 7t 6 A I D. I C B D, I r ZE; �:! F) 5; 00 8 C� C�4 . Cnc> In - c*,- :2 za *.- �Tj 49 U� UJ 'i UA 4J -Z Z 0 .-FU 0 � (D tA 0 M E M - ZU) 44 " CO- 2 IUL LU -ir � C*4,E-:: (.;) L) WWW.FDSENG.COM 1:11:1 C To the best of the Engineers knowledge, information and be�lef, 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. Nib. M L=imNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z Z < UEOO P U 0 0 a Q� 5 Z in ui Z = 000-N4 w __J 8, 0 N U W5 < ;;;Z � @ Lu 8. CU 1--- �� 0 6, LLJ Z :D C: LL 0 2: 2: 0 0 00 U (:0 0- LLJ .9 0 f < U r- 0 o< Q Z Z tc LU LU < < Lu < Z 0 Z U.J UJI 22 CY2 LU 8 g c) 00 2: < Z � 0 g� Z �0 r-4 Z t �s Ln 9 Z 0 Cal 0 06 Z :5 LU � rn T__q 0- U0 SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION No' 10 SHEET NO. WP U) > 0 0 o 2 IN CU Q) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 C/) -L-- H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 =:3 CU -cu C/) HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 -0 0 H0216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2649 0 L_ March 28, 2018 -0 March 20, 2018 HD21&3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) 0 U_ HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below ifthey will be utilized on the 0 co 0 > HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 products. -0 E C) Re: Wood Construction Connector Compliance for 20115 International Codes & 2017 Florida Codes construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed cn HD410 FL17232A ESR-3445 HU410 FL1085&9 ESR-2549 Cn (D L_ To Whom It May Concern: HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 !E U) 2 - bc U-0 HDO10 FL17232.4 ESR-3445 -2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures ca Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that HU610 FL10856.10 ESIR U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers, Previous versions of HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM DI 781 Test Method for Mechanical Fasteners in Wood. Both A. SVVINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf methods determine a connector's allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FL11470A SIM200803 I . Lowest ultimate ofthree tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67.0 psf 2. Average load at 1/8-Inch deflection ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 The primary changes in ASTM D7147 are requirenrients to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.14 +67.0/-67.0 psf strength, fastener strength, and mod specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL1 5225.1 +67.0/-67.0 psf material properbes exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf [CC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf October 2016 to incorporate a methodology to evaluate products to the 2015 )-Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244,8 ESR-3455 HTS16 FLIC456,22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTVV20 FL17244.8 ESR-3455 HTS20 FL10466.23 ESR-2613 B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 -40.0/40.0 psf However, reevaluating a large number of products will take time. While manufacturers work with product certification HT\&24 FL17244.8 ESR-3455 HTS24 FL1 0456.24 ESR-2613 PGT Series 5570 FL251.10 agencies to update their wood connector evaluation reports, we recommend that building departments under the HT\AGO FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL1 5279.37 +30.0/-32.0 psf 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf The information in this letter is valid until 6/3=018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf www.stronctle.com for additional pertinent information. If you have questions or need further assistance regarding Z this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors Mo (16X7) FL15279.102 +37.0/41.0 psf Sincerely, HUGT3 FL52M3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 /6P4 4-- HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55,0 psf Keith Cullum, P.E., LEED AP dw(BDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2649 Engineer, Southeast U.S. Branch PGT Series 5500 F1_239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER M I Wridows and Doors Series 188 FL15351.1 +40.0/-50.0 psf Z JL24 FL17232.7 ESR-3445 LU24 F1.10655.103 ESR-2549 C. FIXED Ml Windows and Doors Series 185 FL153491 +40.0/40.0 Pat JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 PGT Series 5520 FL243.9 W D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 NIA JUS28 FL17232.11 ESR-3445 LUS26 FL10855.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655,112 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10855.118 ESR-2549 3. PANEL WALL Page I of 1 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A Simpson Strang-Th, Company Inc. 2221 Country Lane McKimey, TX 75069 Phone: 972.542.0326 Fox 972.542.4139 ww.atronatie.com KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70,0/-70.0 psf LSTA12 FL17244.18 ESR-3455 LSTA12 FL10862.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 F1_10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 1511b Felt Underlayment FL12328.6 NIA LSTA36 F1,17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL1 1496.3 ER-130 D. ROOF VENT] LATORS Thompson Arch Metal Comp. Orff Ridge Vents FL16918.1 - FL16918.4 NIA LTS208 FL17219.2 ER-0200 LTT208 FL1 1496.3 ER-130 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL10455.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A LUGT2 FL17240.2 FSR-3447 ILGT2 FL1 1470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A MP34 FL1 7244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 5. SHUTTERS MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2605 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17859.1 NIA MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6.STRUCTURAL MSTA15 FL17244.18 ESR-3455 MSTA15 FL10862.8 ESR-2105 COMPONENTS MSTA18 FL1 7244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 A, WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart MSTA36 FL1 7244.18 ESR-3455 MSTA36 F1_10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL`1999.1 - FL1999.4 N/A MSTC52 FL1 7244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456,33 ESR-2613 MTW16 FL17244.8 ESR-3465 MTS16 FL10466.34 ESR-2613 0. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10456,35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW20 FL17244.8 ESR-3456 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3,56111.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/1-6- FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SOS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the PAU66 FL1 7239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 understand these products may have to be removed if approval cannot he demonstrated during inspection, CD PHXU3516 FL1 7241.20 ESR-3444 CS16- FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL1 0456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FLlD456,11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 > RT8A FL17236.3 ESR-3446 Spi FL10456.41 ESR-2613 0 SPT22 171-17244M ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 ESR-2613 SP4 FL10456.43 > SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 0- SpTe FL17244.32 ESR-3456 SP8 FL10456A5 ESR-2613 0 < SPT8 FL17244.32 ESR-3455 SPH4 FL10456,46 ESR-2613 -0-0 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 0 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 =3 SPTH8 FL17244,32 ESR-3455 U24 FL10655,141 ESR-2549 _0 0 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3"5 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232,16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 U) CZ THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 M THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS31F FL2033.1 Evaluation Report MSTCM40 FL1 1473.19 SIM200802 < UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 LGT3-SDS2.5 FL11470.7 SIM200803 LGUM26-2 FL1 1473.12 SIM200802 LL1 CD Z CL SHEET NO. PA 1.0- Florida Departirtent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall FL#20461M 290 looks mm Version oagabliggis contact validated 9v Revision 2017 Thenna-TM Corporation Rick Wright Lyndon F. Sdanxft. P.E. Ryan J. King, P.E. Cabom: E-darlor Doom (419)2WI740 PE-43400 (813) 767-M5 no aderfor Door Asurbiles rickwerwriAdgeommilards. caniplionce Evaluation Report limm a CO'n Florlds RsgM red A rchilect or - Licensed Florida Professional Engineer FLVIM14t2 P-hars; pop I 1/641018 20 20 2ablowA 20 YAR*M AWMMW MCAmmval Aponaved am 10115/2D17 07111020IT 1111"8=7 12F1212D17 Approved QmdkAmumm Aparoved for Use Approved Im Use aggeal posion Mo EmamLomdwm gmanLgmkldm2o In WAR OLtdif&Kdm sallow Prowess, I a Then�Tru Fiber-ClIssic and Snwolh�Stsr Nornhud 89M,8 IlcuotNon4rnpaclaquot; Opaque MIMM No Yes NO NIA Composite Edge Fbargless Single Door (1nwMngKXft*ng; X configuration) FLA2114614R3 92b EndW aw aft 21M DeftPonding Dim I= Version josigglaose 290M faukwmjLLMM Validated B, 3modw Awk2md PBC Approval Approved Am" Revision 2017 Timm's-Tru Corporation Rick MW Lyndon F. Scianildt. P.E. Ryan J. King, P.E. 1211312017 112tl3t2017 121211201? Pending FBC A Category: Exterior Doom (419) 2WIT40 PE43409 (813) 767-MBS Subcategory: Smqlng Exterior Door Amernishoo Complience Is I , Evaluation ROW from a corn ForM Registered Amhbd or a Unarmed Flodda FLBZM14t% Products Professional Engboar 92&9 Product Calculation 2iska� Contract amokodon Dow Amwo.,d ft, Use AngroVed for Use laffid 21WM hl ouls.11110HIM R� Pleasure I a. Ths�Tru Fbsr�Clswslc wW Smooth -Star NDMKW SWW,8 &quothim-irnpaCAqUot; Opaque IW311=1 No Yes No N/A Cornposas; Edo* Flowillses, Single Dow saawh Caton, (Iftem0outaft X cwftwswn) Florida Deparbinsint of Business & Professional Regulation Pop 1 of I Building Codes and Standards iffimis Product Approval Application Detail "112134M ram Enfiew or 21k 2dk Dim pummm 2aft LM Version joloodiolow contest AnaloaffALligim Validated By YWWM bigallood FBQ A=rDVd A,,,,,d Am& pwwm 2017 Thms-Tru Corporation Rt* Wright National Accaeflation & Ryan J. KIM, P.E. 12204017 000211*017 112r2=17 Approved Caftsory: Exterior Doom (410)2WI740 Monagernent Institute (813)707-OW5 Subcategory: Swinging Exterior DocrAsoemblies ricl.4owal;kIlicormultame, Comillance M Carfificaulon Mark or Usung "52115-11% Products OuLR&Au� ADDIGINICtft Use JusaradedforUse Would 21" AMA Product Medial, NL,,bw or M— Product DS*CdgdDn Mao In HVIZ OtAsids HVHZ Rowletsm p� I o. &quot;Clsssl��, and liquotbanclanark by SM and SO Opaque and Gland Fiberglass Doorwb 12131fM1 NO Yes "a WA Thermo-Trull6quot, and without Sideftso, kw**V and Ow19wft Search Grassi. FUH531*4114 sm mm vww- jologgiallux Rovolon 20117 M! Wimloos and Doom Cdogory- EAVW Doom Subcategory: W" Exterior Door Assernblims ComF' � Modod:Ev*kMwRoWftma Florida Regilsband Architect or a Licensed Flonde Professional Engineer FLI111151111241114Producla, at" Product Model. Numbeiror Mom I SERIES 420 ALUMINUM $00 FL#IBM4PA f.20 Mae version masialwals Revision 2017 M! Windavra and Doom C.Now. Exterior Doorli, SubCallogmy: Sading Exterior DoorAimannolas Compliance Is a , : Evaluebw Report from a Florida Reglaboned Ar~ or a UcsrmW Florida Professional Eng1nmr F-M6332-PAProducts AMA 5 SERIES 420 ALUMINUM SGO REINFORCED Florida Departretanit of Business & Professional Regulation Page I of I Building Codes and Standards Product Approval Application DOWN Enft or Rim aft Dais Females go Contact E,,Ir— & License YoNdaftel by vamad &MkMftd FIIIQ Approval Awaraved Brent shanger Luis Roberto Lonum Slow K Urich. PE OVII&M117 0011112017 08/1111WIT 1011012D17 Approved (717) 365-M PE-02514 (717) 317-UM boanergernornled.corn gwdWA2Nmm Approved for ties Approved for Use Impect Doolon product ontrion" cooked OWkeftn DAM In oumwo press= SERIES 420 ALUMINUM 800 OXO 12/31120`18 NO Yes No WA I4"/4&quot;x!10&qtxrt NON40NFORCED Florida Departryient of Business & Professlortal Regulation Building Codes and Standards Product Approval Applicadon Detail Page 1 Of I ir"18 ZDMLK 20 go peak pancim 20 cardeat 9DWNKAU� ViNdobd Ow validated Submitted MO ADDraval Awro-d AMM Smnt Senor Luis Robeft Lonxis Steven M' UrIch, PE W13=7 081112017 08/15WIF 10MOMD17 Approved (717) 366411100 PE-62514 (717) 317-6454 baltengionilimlord.corn giallhAnitationot Approved for Use A,,,,Vd for Use ill= 2LVM Product Description ltokuLzwwmdgaao In NVNZ can" NVNz joislass Protons SERIES 420 ALUMINUM SOD REINFORCED)OO( 12131=18 No Yes No WA 143&quot;w9M6quot:, Florida Deparbywitard of Business & Professional Regulation Pagalri Building Codes and Standards 105=8 Product Approval Application Detail FLA r.m EnMw Rik goal Data PQRCIVA am 11121 VMW- joloomislaw Comes ErAk�& Valldshad by ismad jaggload FacAmaravai Aomnd ANN Revision 2017 Clopsy Building Products Cornpony Mork W"Wrkfd lftftk Tooling Services NA, Gary Pkahlor 11r29=17 08111012017 1120520117 Approved Category: Exleft Doom (613)7704M Inc. (5113) 5194M Subcategory: Sectional EXWW Dow Ass -Oft Conaphance Method. Cardicaft Mark or Listing FL#15279-M Products Quotas Assurance Agorawred far ties Awromand for ties IMDW Design MR Product Nbd&L MUMbK or Name Product Door'led- rdoftnizabagmak 1, HYM OL41kb NVNZ Bad" Pressure 85 D55 W5-09 PAN-2FI 53:73,76,84A, $4,42,46,420,439. RIM Pon OnIn. 25 go.) Shn;I�Csr (up to 9V wide) 01Y21r2= NO Yes NO -38 PGF/.42 4RST. SRST, GOSS, GR&S, ARSS, ED5S WINDCODEWI 74; WS Gonage Door PSF FLA239At2g S91111 BM veralm Nmrjhh*m Revision 2017 POT Industrials cases": Windom flubCS&OW: Single Hung Comp" , Method: Corfification Mark or Listing FL11221141tiliff Products AMA 7 SH46W (Large Mink knissol) Florida Departrinent of Business & Professional Regulation Building Codes and Standards Product Approval Appfication Detail P.i iffimis anstiv or 21b 21a Dab PMKNM 211 contact Enow� a License Validated 0v YANIN Awmmg I= Amaroval Approved Dean Ruork Miarni-Daft BOCO - CER MilariZodii BODO - VAL 12r4M17 IZVM17 112aww Approved (9411) 48"100 (78111) 316-2690 druarkloolglindustriftoom CkmVtv Assugassm, ApprovedbrUse Awswo-d tor Use Inmost -Dosion Product Doexassilen Cowaract Egainall- Dab In KVHZ oldest, Riss" Premium Virry! 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Ryan J. long, P.E. 1011&2017 0711212017 10/1 V417 1?)12=17 Approved mm Vacation Nhommem contact Enokwm&LI� Valiftaild 1W Vaddshed Submitted F0Q ADDrWM ADINFaved AMR Calleg"; Exterior D00r* (419) 298-1740 PE43409 (813)76741555 Cassoory; Exterior Doom (419)2WI740 PE43400 (813) 707-M Revision 2DI7 Thanne-Tru CorporwIlDr, Rick WrIgiat Lyndon F. Sclurnift P.E. Ryon J. Kng, P.E. io/16=117 07/120017 IGMSM17 1211202017 Approved 1110001agory: Smiging Exterior Doorflawarrbilso rldw4linabk1goomixtultants. buirCals": SwWng Exterior Door Assemblies ridmillowbIdgcormultinfle. CNWOW. Exterior Doom (419) 296-17410 PE43409 (813)767-65M Compliances! 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Schmidt, P.E. Ryan J. I(Irg, RE. 12113Q017 121`13021117 1202112017 Pending FBC Approval min V-1— oagookillow 290" fombwj6umm Ydd" Asoat" PW Amaroval Anow—d! atim Category: Exterior DOOM (419)2WI740 PE4U09 (813) 76746M Cawgwr- Exterior Doom (419)29&1740 PE43409 (813) 767-em RovIsion 2017 Thsnin&Tru Corporation Rick Wright Lyndon F� Sdw*k P.E. Ryon J. Kft P.E. 12J1312017 1211&2017 12/211J2017 dkQ FOC AW SubCologory: Swinging Exterior Door Assemblies III noloverobldgeorwalloft. SubCd@gW. Swftft Exterior Door Assormike d**GmMgwmuftft. Caftelay: Exterior Doom (419) 20&1740 PE-43409 (813)757.M Complance"I EvanudlonRoportkorna 0001 COMPO�-- —1 F-VakinknRoportfrOnna com Subcategory; Smiging Exterior Door Amennolles ookwombidliconsultants. 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W Opaque and Gland Ffixoglass Door with 12j3irmi No Y- No WA Prvilembnal Enginearr ThernwTfull6wo� and mithmut Sidellso. Inow" and Oulswft PM5332414 Products no Model. thamber or Name au" Asucar" Product Dmdoflm Contract Excitation Dab Agareved for Use Asomyod liattles W32M Donlon In NVHZ outside HVHz Res pl� Search Cdhffk 3 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131rXIS No Yes No NZA I4-1-W4&quo0d)S&qwt; FLIP153314114 2211111 M122 version logaileam Revision 2017 N V*xlom and Dom Category. Exterior Doom Its- I — 1: SMft Exterior Door Assernblies Omphonce Method. Evaltudlon Report Itown a Florida Righabsod Architect or a lJoenewid Florida P a lorml Engineer "511324114 Products MR ProductModol. Number or Nam 2 SERIES 420 ALUMINUM SOD nM1141:2111 29da mm Version �nubciuw Revision 2017 POT Industries Canagwy: Exterior Doons SubCobtlary; S1dhq Exharlor Door Assarriloft. Compliam* kk*m&. Certification Mark or Lisfin FLA1111411112 Products Aw prodart ModeL Nurser " Nerm, 10 SGD-5570 (Largo Missile InVoct) AlAWASAWK Florida Departrnetni of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gal.rl ifflaols Endiv or 20 Ro Dab Pendants Ra comeat zogbaffAumm Vallidided by Youmd ANkmod FINIC Anorovall Annnovad Allow Brent Sfflinger Ltria Robeft Lorms eleven M. 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(513)5194M SubCdogary, Sections[ Exterior Door Aw"Ibil" nawastarfloldeclopay.00rn Cormillamme M I Certification Mork or Lisft FLJM52M4tgProduds 9WEL&� AIIIINGIVIld for Use Approved for Use Impact 2oft SM9 N— Product Domadodm racukmzmkwgamk In HVNZ aummLk= alsitim P- 102 102 VA-16 PAN-2FI53; 73,75,84A, 94,42,48,428,486, Steel Pon (min. 25 go.) Doubb-Cm (9`2'to 187 owiran No Yes NO -37 PSFI-41 PSF Florida Deparbrant of Business & Professional Regulation Poplai Building Codes and Standards Iffiala Product Approval Application Detail FL#13279-M So* ErOW or 21k 2da Dab POWIM Rik LIM V-1- joestoologs contact affilkwor A LI— Vdkhftd Bw ywkhmd Asiogglatif FBC Adwavol AnDroved Review 2017 clam auk" Produce Coxnpany Mork Wasburfield lnbmftk Testing Swicam NA, Gary Plushlor 11 22= 7 OVIOM17 12�17 Approved cdepT. Exterw Dom (513)7704M Inc. (513) 5194M SubCohe": Seasonal Exterior Door Assiorntass n—shaftwolictopey.00rn, nMWOM Coxmfiwnc* MoshoM Corifficiftion Mark or Listing Products 11101.1 W2F15bl-: Candor Assurance Product lowsearlailmn Ameoved for ties ADDroved for Use In KVHz Outside HVHZ hand Bawlim DeDim p- 37 8-4AN'go"M 76, ISM, 190, 76, Steel Pon (min. 26 go.) Singio-Cor (up to 9V wide) ON21=0 No Yes No -30 PSF142 76V, 4RST, 4RSF, GRZT, GRSF. 2FST� 48,42, W, 48B. VAMXX)DEM174; WS Gamp Dow PSF 42B, WS, GOSS, GDOSV. GM, GRSSV, ARSS, AR5SV, ED&S, ED5SV Florlda Depastrient of Business & Professional Regulation P.Picti Building Codes and Standards 1/541018 Product Approval Application Detail FMlW4t? 221112 filmder or 211 2fik Dab Penalties go min version olialsoulars carod Branham & License 3wwdsm validated awmam FOCADDroval A112roved M" Review 2017 CURRIES D~ of AkDG, Inc Dedic olue UL U-C Ted Bernw., PE IlrAQW17 1104-16W17 11Zft2&17 Approved Category: Exterior Doom (641)494-2W (305) SM4707 SubC&bgwy: Exterior Door Cornponerts deve.dedhoommombloy.co Compliance, Iftellsod: Certification Mork or Usting 11111111637410' Products Quaft Assurance ADDroved IN the AoomvW Iter Use kages Boston KU Product Model. Number w alems In NVIC Outside HVHZ Emma From- 1 607,707, 727, 747, and Sol Sh" end Poss of Dom Flush, Glazed, and Louvered single and polls or 12131QM5 yes Yes Yes WA hollow motall doom, 4RST, SRST, GD5S, GRSS. ARSS, ED5S mle) WINDOODEU174; YN Ganage Door Florida Deparbinent of Business & Professional Regulation Pgalri Building Codes and Standards Product Approval Application Detail 1115=0 Florida Deparlonant of Business & Professional Regulation P.P1.11 Building Codes and Standards I/Mie FL#FU04tg gzk Efidar at Rat Ra Bob Pondinti go Product Approval Application Detail mm Version filanulachm ROW Ench�&Lb� Valdobd Bv BOWJMd F9C Approval Approved AMR Revision 2017 Theme-Tru Corponialm Constiory: Exterior Doom Rick Wright Lyndon F. SdwWA P.E. Ryan J. King, P.E. (410)29e-1740 PE43409 ($13) 767-6566 111118=7 10/182017 104=17 12/IZW7 AXMved FLA111251-1115 subCalegur. 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