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HomeMy WebLinkAbout3003 Moulden Hollow DrABBREVIATIONS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR or Flr. Floor RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System RAD or Rad. Radius AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle ALT orALT. Alternate FR DR French Door REF or Ref. Refrigerator BC Base Cabinet FRT Front REINF Reinforcing BF B'Ifold Door FT or Ft. Foot/ Feet REQD or Req'd. Required BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SO FT or SF or S.F. Square Foot (feet) BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or CIJ Control Joint HORIZ Horizontal SL or S.L. Side Lights CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter > DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) = DTL Detail MONO or Mono Monolithic VB Vanity Base o DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical o N DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam r� DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With D ELEC or Elec. Electrical PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater Lo FBC Florida Building Code PLT HT or Plt. Ht. Plate Height WIC or W.I.C. Walk-in Closet LCO4 FDN or Fdn, Foundation PLNT SHLF or Fill. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener c FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) LO REVISIONS J 08-20-15 1.0 NEW BASE PLAN I W 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS ¢1 01-04-18 4.0 2017 FBC UPDATES 001 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. E 03-29-18 5.1 UPDATED PER CITY COMMENTS 0 ALL `v c t1 0 CL �1 oRt)I�p1LN w �1- ]'� �� A 11 1 Im E IS1 ri *4x 118M 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. CD via zM 0 zCN z a to (D fia w V OW o U o1- m W E � oo — N M m M cc U = y? 0 N 0 O o 0 oo N-2 jz�_ ¢ rn u-> 0-CD o rn QAl BID. ti N N m�9 U) o o- Z W- 5� 2 w z Q LUc .o LLLU i .EP Z co LL ". �,.. CPA O`_ C� F E Sat 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 N NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ C0 G �o W za �F Wart U 4 0 ul M U Lu ro co U' LL N W w t L LU O uJ Z Z > W i Z Z OZ Q LU Q J Lj UU Lr) U . µ00o F- Y Pa J � ism aCL 0 N zw¢ Z Z ,—i Po 0 o' 9 E� W _J Ln rl LL1 tJJ Q 0 0 - o `n o �2 29 910 (� Q z Z WQZ �ZS m r Z LU �o Z 0 00 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION No. 5ol SHEET NO. C S I .. dYiilG�lsliu ut�; utc�t, _![hd� f. IIT-1I I AI: i C) ® Q to Qi L^ I (;; �. �y e s 0 LU .06 o 0 4 @eJ_F E N OJ Cl) M -0 of O o 0M (= V to Sol= :5 LL. CC) Co O Q IM CZ-14 C:)O LCJ S.:s 0) Q O B D. N C B D C 10 N 1O ' Ci y � Z W`—N'= z M r .. C � u o o W w W V Z��£ts�€��ap o UW"Lu ••; ¢ o i y p a 9. .• 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www, LennarTampa.com oZ 0 w z d fg wzi CL �z80 OOrQQ18 Z �OwZ �aJJ a � aw m K K Ow If N J w m U O L Z Z O f Z O CZL z QcD G LL- U 0 VJ Q J w V 2 LUc� . Q .P0 L/ 4 U A FO �* N zW¢ d/ Q¢wa o= z z wo LL ��o�Z W �r/�l Y / Lj Q W Gc a z LL tn�'U Q Q LU 0 �Z M z t � ZS ao (�� ^r z 4 J T J Z Q UJ �L SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 1.0 6 III fa -a � Idlr.' ; A ..t..�IJ 0 0 It -�v LO co I i Q r- L0 C4 Iv v rN 0 �I00 r- E 0 z (I Lz [lam R&S C W. 1. I I 1 . 8'-0" FLAT CL I I� I Tco I N 1 TYP @ 2 ST RY I J SHOWER I FIBERGLA SURROUN 4'-0" I 5'F10" 3' 6 H3 D2 � U w O � J S6 TYP @ 2 STORY +� COR ■ 16-8" 6 D2 25 SH N1 EGRESS --' O J(_(-o- FIBERGLA c) SURROUN BEDROOM 4 8'-0" FLAT CLG. CARPET ROOF G.T. 13'-0" 00 (DD m N 4068 B.F. III I( TIL a v Xw w Li c) p z lnc J 00 10 R&S 04 c0 OWNER'S SUITE 8'-0" FLAT CLG. CARPET TYP @ 2 STORY �J \S6/ 19'-4" 1 TYP @ )2 CORNERS U.N.O. BEDROOM 3 8'-0 FLAT CLG. O - - CARPET 4068 B.F. % CV ZEN ;1 6-1 5'-4" 2 -42" 2668 13'-72" A" _ M BEDROOM 2 00 110 8'-0" FLAT CLG. W I o i r38'ix22" � I CARPET I I ATTIC �> I 76 In 1 0 L_J Cal co- - - - - - - , I 00 in I o 1 o I «> I� TIES I d I l a d I 1 D2 I f I 1 SIM. I �� w/ (5) STUDS 2868 � 6'-10, 64" 2'-6" i nnI ^� _C� in 4'_02" T-72 14'-8" ti6 - R.A.G. 16 _ 1----- IIIIIIIIII LOFT 13 8'-0" FLAT CLG. G.- - 1= H2O ROOF G.T. CARPET w "z dW05 11 10 9 D2 1 1 2 4 1 5 1 6 1 7 18 II C? I I I I I I I Q TYP @ 2 STORY I I I I I I I I = S6 I I I I I I I II { LJ_ I 1 IWA I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 172" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C; EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 i S.H. 13 20X38 184X37q S.H. 14 20X50 184X50 S.H. 15 20 X 63 18 X 62 4 S.H. 16 20X72 181X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. i H5 27 J X 63 26 X 62 112 S.H. 11­16 27JX72 26X711/2 S.H. 22 371 X 26 36 4 X 25 112 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 361 X 62 112 S.H. 26 37jX72 364X71112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 j X 25 S,H. 33 54X38J 524X374 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 524 X 624 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 �E +26.6 / -28.0 �F +26.6 / -32.2 �G SEE SN SHEET SEE SN SHEET ') 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 U .o a INSULATION REQ. LOCATION R-VALUE / TYPE N EXT CONIC WALL R-4.1 HIGH PERM n EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) �h � m - o N Z Q J U) 4--) w .O LU C m N LU E r- a M M N go M a O o0 U moo= Y �LLo, Y rn fin ur) 0 71 �¢o A I g B D T .0 N ooN of 9111.111M � a_� Z J QM LU LU E N i U131-� Q N Q M WJ' C • Y� yyy a� py.� \ b 'e,P•`hS E 1_ r iu L,.• a *� F L °� 0 °� N, To the best of the Engineers knowledge, information and belief, the structural plans and specificat ons 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 Oz 0 �O za w¢�= u400 LU z C7aZz � wCL a 2 00� CL L. rr O cLLJ n z z0 O f z z c 0 LL- ,a 0 a N J w UU = \../ 9 0R0 81 ¢� 0ma _j., �o Lu � h U �a p Z�G� Qw z w 87 2 LU J 6j Q tj Q z 8 6 z 8 N�Yo u a �Qz tp Ln in m 06 LU SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. 1.1 Ln LO N c a> v S Ln 0 J tR 00 N E E 0 I 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 FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC 0 MIRROR KITCHEN ISLAND 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 OWNER'S BATH 0 N KITCHEN BATH 2 KITCHEN INTERIOR ELEVATIONS - SCALE: 1 /2"= V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 314" (16) RISERS AT 7 9/16" 10" TREADS wl 1"NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) se and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured v CONT. HANDRAIL edges of the adjacent treads. The greatest riser height within any flight of stairs shall n more than 3/8 inch. 1x RISERS (TYP.) Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured X12 STANDARD (3) 2X12 vertical planes of the foremost projection of adjacent treads and at a right angle to the STRINGERS W/ SIMA35 greatest tread depth within any flight of stairs shall not exceed the smallest by more than CLIP TO FLOOR Winders: SYSTEM Winder treads shall have a tread depth of not less than 10 inches measured between foremost projection of adjacent treads at the intersections with the walkline. Winder 2x8 #2 SYP JOISTS @ LANDING depth of not less than 6 inches at any point within the clear width of the stair. 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON 4,35 CLIP Nosings: @ 16" O.C. w/ SIMPSON A35 OR LUS26 HANGER EA. SIDE SEE The radius of curvature at the nosing shall be not greater than 9116 inch. A nosing pr CLIP OR LUS26 HANGER TO PLAN FOR CLG. HT. inch and not more than 11/4 inches shall be provided on stairways with solid ds U I LEDGER projection shall not exceed the smallest nosing projection by more than 3/8 inch betty Q 2x12 HDR. w/ (3) 2x STUDS AT the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 in EA. END FOR BEARING "PLYWOOD @ Ile Handrails: w LANDING Handrails shall be provided on not less than one side of each continuous run of treads U I STANDARD (3) 2X12 risers. Handrail height measured vertically from the sloped plane adjoining the tread n Q STRINGERS W/ SIMPSON A35 I 50 ramp slope, shall be not less than 34 inches and not more than 38 inches. Handra w CLIP TO HDR. eo continuous for the full length of the flight, from a point directly above the top riser of th = 2x12 HDR. w/ (3) 2x STUDS AT above the lowest riser of the flight. Handrail ends shall be returned or shall terminate EA. END FOR BEARING 1100 terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches 1x TREADS (TYP.) r handrails. 2x8 LEDGER #2 SYP w/ —_ —_ _— —_ Grip -size: CONT. (3) 16d NAILS TO STUD Handrails with a circular cross section shall have an outside diameter of not less than 11 @ 16" O.C. _ _ _ = than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. / LO Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and more than 30 inches measured vertically to the floor or grade below at any point within the edge of the open side. Required guards at open -sided walking surfaces, including / — — — — or landings, shall be not less than 36 inches in height as measured vertically above the / or the line connecting the leading edges of the treads. Required guards shall not have surface to the required guard height that allow passage of a sphere 4 inches in diameter L] F 7 F Under -stair protection: THRUST BLOCK SECURED TO Enclosed accessible space under stairs shall have walls, under -stair surface and an SLAB w/ 1/4"X3 1/2" TAPCONS enclosed side with 1/2-inch gypsum board. @16"O.C. STAIR SECTION SCALE: 1/2"=1'-0" C'3 zo _o z� z� "::, a D U, z Ln (D w M �V — Ow 01- �� M c3 CII N LU F= U p N �6 Cl) O O O -5 li 00 �3 Q O11 OI .4 O Qv Q O N b O O h N O = O p CC.?. Z Z W �M�Z �'jz U) ~moo w W W Z QLLe m =' m •,..�'C•8..- L -.`• � �I�4 �5 �Y ��oO *� �,•,, � Alf.."...c�ta� s �. 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 50 Z 0 w� za w¢irlr ZOO Z Q� < ��wz r/1 C ) Soe J Lu J O0�Co o U W FW N �Zo Lu LA i > w 0 Z O 2:z C N o z. J W = 00OZ Y ~ UO f t ALr) U N zWQ �o�o Z Z +—� 28-O (30,r, J �--I W 5' ¢ ¢ w W O �7 Y U to ro z Z �irZ ¢�S 0 cc) � W 0 a o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 2.0 N 00 00 a0 C N v x LO O O CV n cc ZTE LID I x rl- LO CV N S LO O 0 J to r) CO F4 1 DECORATIVE SHUTTER T.O.P. HDR HGT. FRONT ELEVATION - Al LEFT ELEVATION SCALE: 1/4"=1'-0" T.O.P. HDRHGT-. r CV -0' ti 2ndFIN. FLR. rile T.O.M. HDR HGT, F.FL. - Al SCALE: 1 /4"=1 r-0" 1.4 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 Piaster. 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 wails. • 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. U z M 0 —o zN z� J Q 13 CD 4-1 w •V — pLU F E �� nr- U w m pi r— EE 8 a) rn M MM (— N O_O LL `.-/ 0 o ¢ rn o 0 �v M Q d B D. iN- N O V N O N # W U) OILU H . = a ix LUUJ 10Z L L Z ••�•� ••�• Www� g /Y _J`,G� 0% 0 •�,<,,` F��* •,•tom 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 5th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w� Z¢ Zak f F VJ z w¢fax: Ir ooeo O Z U Z Zz �aUj w '8 � K LL N 8 ILL! L W 8 Lu Z z0 z W LU z Q N Z o z QaJ W U O O . r* O Lu iema iv ga0� a� N w Z Q<W� � o�u- o z z LL 0 LL �ao� W J Ln �-I LLI L11 LLo N F =ulu goo Z Z 9<o z Uo 06 Z = - Z ai O T-I a. V) 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 3.1 i 02 Do -I0 N MIC 00 00 00 _ A Mlet 60 T.O.P. HDR HGT. N ti 2nd FIN. _ FLR. _ - - - - - - - - - - - - - T.O.M. HDR HGT. ________________ F.FL. 12 5� 12 �5 REAR ELEVATION - Al SCALE: 1/4"=V-0" 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 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. ( z_o Z z a V) CD w +Q)-' •V — O w F o U W co o� CO N LLJ ~ C (O co0 N -0 M _ O _o 6 U �"00 C o ¢ rn o- o Qv rn Q o A B D• -two 42 ti N_ O � " N LU zo � zo Z W �z z 2' / LU a -9� a w W �LL O a Z oNa ° C N N �$�o O 1� GO �{�j�pyl; LL. z `t0! t J Mk- `t •° C4° i I y ✓Q �i a ' ^O F E S J`V §\$ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 d O Z Q z a f Z w 4 iY Uzo0 O z uJ �Owz F-- �OJLu J a aC 0 oW�zO w m L J W LLI zz ro z c C) a z Qc� .G a Q p 0 Z Jw U �< Lim < O Q A W U� SO �ma U K Q fV s / N a J zWa a �t- ¢<�� 0 C, 0 w Lr/ ,--t UJ Q �L9-_ z OU gam l0 M Q z z Paz Ro0 W � UJ J Z Q SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. 3.2 r - �w 1 -. f i. t TT �. .i i ❑ li. �;iw ;§ r:;��i li �til �,,, d.: �. oa: �, .. I i11 - -- I - - - i 6 i„ 2" 1" N t` c� 2" N � 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 1'-10" = r^ iv 12' CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 1'-M" 3/4" RADIUS 4 a 1/2" RADIUS 1" 4" VARIES VARIES _ "' �M Mla MIS SIN CAP iv 1 _p 1'-4" 0 m 22 , 12' VARIES VARIES 1„ 1'4" 1„ 1 1/2" RADIUS r 4„ 34 a MI Ala 4" 42' N rN 3" 1? r 2( I VARIES 1' 2' 2" 32 11 32 1" 1" 1" 2 1/2" RADIUS BASE • iV BASE 4„ , • N 121 *NOTE: VARIES $" 2" 3„ W FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT,,N 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2 2 EDGEOF OPENING 2" _ 6 1'-s" 1" 1'-4" _ T 1" V/ 24, • 1-1/2" THICK 1-1/2" THICK 0 N 4" 101, * N M 2t„ 4 101, 6„ CDz� - - IN Ufa M a' 2„ N 2„ 4„ 3" s° 2„ 2„ iv co W 24,All 1-1/2" THICK M =I� T 2-4" 1'-10" 4 d ° 52_5„ 1,52' eo "fN 1,_4" 3„ I I I I N 2 I _ CD TM 51" 4 a' 1" 12' VARIES VARIES 1„ 2 �y LU Q TM I 22„ VARIES VARIES 4„ iv i iv pp (D i R(,`.. CO 2 3z 3.. Q1 �� rill 2' 4a' • KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING '- 50 KEYSTE F11 r^ OPTIOt4:A 73- 74" 4 4" WINDOW OPENING 4" 4" NO NSTALL OVER STONE TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" <O VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 141'-64" 14' , 12' 5a" 2-1 1'-12' Sa" 1 4 00 1 " d' 3'-8" 4" 3-0" 4" 101. V-4" 101, 0 7 N iv 1" O (O �Qs� A it fV o?o MMr • z ((�� GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH U 4 Z CM CD O (D CD Z Q (D Cl- V) CD w � p • O llI � r ^ v I U N o r- Co _ f- pp N O M _ U N O o No L LL 00 o Q 11 ao 0 CD v rn Q d N N CV U) Z W H.- t+] W C "-, B ° w W y�LLo a W V t � Z H ID a o Z �;_C� Q � �z tea- m W a N¢ M a Q O D U O WWW.FDSENG.COM 00 0 CV N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 109� zza zoo zo¢W t 5wLu L J aw�r° 0U, uJ 11-N W off° L /�/�LLry//) C) z O Y U C c z Z z rr D � O o W UED =�/�� L / 000 ~ X06 x o LU zw N z¢z;� a ^ 0 id Z z �o 0 d 22 J ¢wLLo O rl CW G Q V) ;f O F Q z Z W¢z � Z O 0 06 g = V) n ,--I a U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets 1 200 GO AMP #12 copper to 20 amp ckts A #10-2copperto WH #10-3 copper to Dryer MAIN W O2/0 or 410 SER Alu 200 amp 150 amp ==1F Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #i4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. v HALF -SWITCHED DUPLEX OUTLET to to SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH _00 � s 3 THREE-WAY SWITCH Q 24 FOUR-WAY SWITCH to to "' R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE cV to 0 0 WALL MOUNTED LIGHT FIXTURE J 0 O RECESSED LIGHT FIXTURE CO LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Clo O EXHAUST FAN r EXHAUST FAN/LIGHT COMBINATION -:c_- ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) N o PUSH BUTTON SWITCH (OPTIONAL) a. H9 PUSH BUTTON SWITCH - DOOR BELL rE E SQ SMOKE DETECTOR `v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) Q> L`- © TELEVISION (OPTIONAL) TT 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. �,I O THERMOSTAT M ELECTRIC METER a� 0 i NMI ELECTRIC PANEL t DISCONNECT SWITCH °O t� SPEAKER (OPTIONAL) N th I� C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO WP. GFI DISC. oil 061,0-_15 0 ro 'trGFI TI' _-- —OPT. REF. KITCHEN I I I I — QGFI I DINING ROOM /PENDANT AS / PER SPECS VERIFY METER LOCATION WITH BUILDER H.B. VERIFY LOCATION " IRRIGATION _ _ _ _ ELECTRICAL PANEL GFI @ 44' A.F.F I I I I / � I I I I \ I \ ` I I GFI FOR I GFI @ 44" GAR. DOOR A.F.F. GFI = I 2 CAR GARAGE I I I I I I I OL------------ GFI @ 44" W.H. ,N.A.F.F. .. C.M FOYER I , I I I TRY, I — — ----------- ----------- ------ WP M GFI ROUGH IN FOR ' OPT. CLG. FAN/ !� LIGHT PRE -WIRE G — FLEX FAMILY ROOM TO 2ND FLR.__ G \� / — — — — ROUGH -IN FOR OPT. CLG. FAN/ — --- — -- _—_ — — — — — LIGHT PRE -WIRE ` I I 7111' 1 1 I I I H.B. MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" `n ME M 0 o Z a Z <C Q C-/> w �V — Ow � M U m '21 LU F— 8p C [6 M = U9? t7S O o N ` LL 00 co 0 to Q rn 0 CD rn Q o BD® NCB -DC N 10 N [+) N CD Z or H' z UKW 2�a I" .2 J C9 C " o ui N L o N '' ' ° w W w �W�¢��a 0��� Z C? o . Q4� Z Q rn W C¢ r p a) O C3 V O WWW.FDSENG.COM CD 0 GV CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z � Q ZW Q C a J ZE�� Q� ^ LL � Z 25 COp�J Q a'Rm co y_ CC z z �o fz U g IZ �� w a Z N Wcr— � � o � p a W W o = O �9 O p z >, T81 J LL I- O f o 8 izroa "� Lr) ¢ O¢ z<z� zii N W QQWn Qr d- gO<� z z r1 WWo 'o'�t� J W R'<9Zo Q Q Z �CRZ l0 M Z t <�o �o 0 00 5 _ J ,--I a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 4.0 - _ I 111 _T �— ��� —fIT I r—— -- : I 1 11 . H_ I .I _'� ! � i Il �.�itld �14auWi�l.d I r.. I � t_illr ;=.Intl.. � � a=i v x CV LO 0 cV r- Co �2 Q LO r1_ LO CV it v to 0 0 J M tR Q co E O S tZ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 01 #14 copperto lights & outlets NEMA 1 200 AMP 00 #12 copperto 20 amp ckts 10 #10-2 copperto WH 10 #10-3 copper to Dryer METER MAIN O210 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation, 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G7J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FC" ...�.. I I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" Z M C� — o z N z� J d U, Z n� W cry �w �o �V — 0 W m N LLJ E— C Co M — U O O N o U r�0 = LL ono ¢M U.)Qv rn Q o B I w 'r _ N LU O v N q 0? C U) Z W �. i � � CD W 10 W V >�'�a a Z Q m a OxO to N .� o04 w C4 LL Z Q¢M Q WCD O C> U O Li ❑ WWW.FDSENG.COM C10 0 CV C14 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 13 oZ 0 Lu fa z W<rX rE00 J �— Z Z z J UOwuj �Kg—t Q n co O�I U UWLL'R m � H UZ i Z oC W ::) W �3 N _0 2 a V J W L U V O Lu ° °KKK o r— Y r r 0t J V-- <�S Lf) Z LLI 0 U elf 0Q * N N Q <W � Q �o�o °o W o Z Z LL 0 O W LP) LU 2: Lij Q W o Ia- l0 M Q Z Z <<o �O Z zo ° m G[ J W = a Z o r__1 a to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 4.1 IN t r, 1 0; iJ dill.ut.. -- i c v v _ CV u7 S N r` L2 I 00 _ e7 r` L0 N rY _ X) O O O J CD CD 00 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA! LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. 0IFNI °Z M _ o z° Z 0 z CZ V) (D QJ w n3 � �V — Ow o U or- CoN W W M g ra C1> -O co S N N Q p � Ly �LL00 =40 O rn Q o B D. N f N �D 4 O V� N U) O th O� SIC"- Z W C6.z U) Z � I—. . cos w W Nv w mLC1 a Z a� < LLM _ < _r U .r,��,r/IEtdtf (t 4 fttltitt\����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z O w� za f �¢ W¢C� a. U �MOo ZnZof �Ow uz, 0 J W 2 LL N Q gZ ^�— o ��/ LI ^ M Z g Z w ..� Z 0 < a J W UJ^ L.L Ooz F O UO T21111 Q aJOC Lr) O LUUQwWO�Q w/ Q -0-mcOW[ Q 0 Z � J In LJ_I Q W LL o U Lu M{. ^ Q Z Z I-- � Q a N p Z 0 V/ Z g w UJ = J0 ¢� rn T-11 a V) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: WAM ES VERSION NO. 5ol SHEET NO. 5.0 t 4 s--ii, o Fai.,a urCi1r �irut-i�, rtI I117jiiAr:-r1 �. 1 ,d lar 4..��` (D ;v s 0 r- r— co I ao i x Q LO N x L0 O O J ra NO to �I00 E 0 S 00 N W 43'-0" TYP @ 2 STORY J S6 H.B.t i 3'-0" ■ ■ ■ ■ ■ ■ ■ ■ o ;r, - : I : 12 STORY I CC (2) #5 REBAR iD 1 S3 I VERTICALS w/ in I o ( FILLED CELL ■ I T I �r �� I II T II o 0'-0" "���I►Z I I I v M II Y J " � JII� _ r---- -- — L = J 00 1 1 4" ■• I II I 4--111 I I -CJF- coI 4'-0" -- CJ I :I oil-_-__ 3 1/2" SLOPE 4 CN ;n STEPS AS LAND I CHASE I O R I REQUIRED PER LOW WALLS : TO I FIELD CONDITIONS I ISLAND I I ■: i I I r-- I I I 1 3-1/2" MIN 3000 PSI CONC. I PROVIDE 1 ' SLAB FOR NANDO I L I RECESS FORCOUNTY ONLY b o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC CO T � ( I MASON'S SLOPE SLAB OVER 6 MIL 1 2 STDRY I _3 112„ FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE BARRIER APPLIANCE PROTECTION CC (2) #5 REBAR �� L — — ( WHEN REQUIRED PER FBC S3 VERTICALS w/ in I I r FILLED CELL i N N N o ■: I ICJ ��,,;---_----�---------� O I- - - - - - �- TYP@2STORY J L — --- — ------ ■ r S6 I 1 PROVIDE Y2' x 9" -3 1/2" 2-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR I SLOPE W/ (3) #5'S E.W. ■ ; 10'-0" TOP OF CONC./ PAVER TO BE 4" 4 L o BELOW FIN.FLR. S3 M I F 7 I �■ STUB U ; : :::::: — — 1 _91 p 13'-74' . ■ ■ ; I I I 2ND FLOO 1 I FOR A/C I o 0' N G r CJ CIJLO t r 1�GJ���— 1 I— — — '''' J 2-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. _ �Il I 19'-0" ' ' ' I 6-411" t_ Jt { INDICATES FILLED CELL w/ 3000 111 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY I i t BEAM W/(1)#5REBAR VERT I _ _•.......... ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5" I r" e0 EMBED W/ 25" EXT. ABOVE SLAB ::zo "GRADE 40 STEEL" I iv HVAC CHASE ■ �' �' BASED ON L I 0'-0" I J r c 0 I LOCATION 5'-4" , , 16'-3" riN I G - 4 00 ---------- --- — —*'----------J ■.0 ............... ..... ......... ........... �. �.............. .....:....■ H.B.+ S-0" -4„ .5 1 TYP @ 2 J STORY S6 6'-0" 4'-0" 5'-4" L Z-23" I- 2._15" FOUNDATION PLAN, NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z w co a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" j; CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25' X 25" CORNER BAR ONE FOR EA. • • • ,; HORIZ. REBAR, TYP. '�-` �• U.N.O. —Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" (D r M O L 04 z ¢Q Q r V) (D cn w M .O w v I f toM O O O] N LU H B COO N N o 0 L I!, (� i � o00o o @ QCM rn Q o B D® NN C N �O O f0 N 81 O O N O a moo LU M N +� 0? - .-1 U— L. u LU N C N 6 .S' U- L _0w9 0.1 E rn UMv, W'�fl a E eD C'Q La CO �,`` /r/1""( ilti4tlo� 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. LEM JAM 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz z ¢ Z Wacea E OL ZUZSZ O x E W Z a Uj 00 O �Uo ^i W z o ¢ z Z �>/ ga C3 0 0 O � J¢ gm U ' ^ 0 z 0ou Ou p z T80111 � 1.. 1r) r;&OWo a ¢ � J Zk N z0 ¢za a s o W Z Z 2E5 2 �aOoti W Lli di ¢ U, z 8 _J T -I W cn F¢ U g�� �D Q Q z ¢z z t DVS 2 0° 06 z g = ¢ M � ,—i a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 6.0 'I 11 L iiIiT A if , YI F illy <D v x C'4 LO 0 0 CV 00 a L0 N c 0 -o L0 0 0 J L) a 00 N C a 0 E 0 `v 0 U v 0 ill 00 N W CKING UPLIFT CONNECTION CROSS-REFERENCE 7/31/1e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 112" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH.118 101 HTT4 2715 5/8" ANCH. ! 20 11 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)101 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (21 x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS Li 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 'Ix" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 645 555 12-1Od 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 W13/8" 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 Ak ++) (B) (B) (A) (* 17 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 L STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �OR2 DGER) (A) I$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-1 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/ 16d NAILS @ EA. TRUSS 2x BLOCKING Will -12d 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS NAILS @ EA. END SEE PLAN TRUSS BRG. a • ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN Ir- 0 "2 Z M 0 — o zN z� Q a. 1 0 w •V — O W m o �V) ~ is U o0 m N W tt(•E tJ„ N M m M N -0 M =g? 7S OoN (, tI-co < o <C W o 0 rn ¢ d B D. _ N �O N V O v10 N V 2 O N � Z W 2 M�Z � z 1" y 0 C NJ lL 0 W _ Vi d. a W cl Z o C, n W n E a, D cW , sue` E ••.� .''�' •\J \ ` .. �` ice' cv J L. O 0 p L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 w za 0 0 z W E zoo O Z Z �oWW .2 U d000 0 z 0 C, U W W N F zZ }o xz Z U— O� a J W LL. ^� LL. o o g o < U a 0 r %% O � O � w�ma Ln Oor'L�j �No": cr_ o�o Z Z W w J Li) rl w =�15 ^ u LLI Q �' 110 M Q z Z a¢z gZS �o J Q (� 00 4Z SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 5 . 1 SHEET NO. 7.0 tll -- i 1 i i I irrlt- 7 �.k IAl-.0 if. l,l'�� � ill. I - Ili II I i a : 1 A, --1- 1 l-F-IF. it L,LFi-;i I T--,F--F a T --- -FI LU z o —o z z d a Q) ✓, w +V — OLU Lh o r® o 0 m N pC� W C'') MIN cli 0 p V � LL 00 Co O Q m fl- CD � p i Q O A 1 B D. N C B D C sa N 10 LL o � ui w W W Z 0�qQ o m o onZLL 11 rn a'"r Q W 0M ,•SSE}'-•: p a < v 01.4.- !Y_ ati 9 PP P f � dr OFEWQ� t1 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 13 w z a g z w ¢ IWI: cat rz00 Q ^� UzZ J Z L.L wV-,i J ¢ Ce MOD 0 OU W N ZCo W L � V) Z O r� Q �z g q: �3 p O a J W o = O". Lr I � Q U -� r�;iH r%... O A uO�a r ¢ N Er z ¢ z ¢ �c ¢ fc Z Z rz J W jFZ LLJ �.o M Q Q Z WWz z CZS ao m � Z _ J Z ¢UJ ,-i a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION N0. 5ol SHEET NO. 7.1 02 LO r- LO CV c 0 0 J cn o2 E O x GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 06/1 T 8F321 B/1 T FORM & GROUT SOLID - <V QQ U O J5 BAR CONT. 8F12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. E j E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i C7 J w 8F16- B/1T 0 '_ 1'J in O tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif precastTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. Q'D (1) REQ'D E CLEAR ALTERNATE POWERS STEEL LINTEL a a e O a d ° .M.U. #5 REBAR AT TOP_:� Q 7 a ° n GROUT MIN. (1) REQ'D Jof 1-1/2" CLEAR °a a 4 ° r rn � m� C.M.U. a y T Q 5 REBAR AT = q w ° BOTTOM OF rn z w w O y LINTEL CAVITY r �o u, OTTOM o ¢ tJ F' vREINFORCING PROVIDED IN LINTEL a a C7m z7-5/8"ACTUAL ZLL'iW'n ¢ E.O � a of D'NOMINALWIDTH A, Qo #5 REBAR AT BOTTC AS INDICATED (VARIES) v,ao LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAI LS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING �I I/'- i� WALL SPLICE DETAIL N SCALE: 1" = 1'-0" M O 4'-6" LL O 6'-6" LL O 5-10" LL OMIN. 5'-4" LL �f ;r �r r E MIN. 17'-4" LL O T-8" LL 5-8" LL O 5'-8" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=V-0" (DISM z_M 0 Z Z Q Cal V) (9 W �o "U — O W L a4 I— o ca "� U Clm W � wig N M M °V O o LL00 ( Lv 76 U) n o Q 8)uo 0 rn Q d A ®� B U. N �o N N C - N U)2oN , ,Z Z W` N CS Z kr" r 4 5 c U) f-' w LN a O W -S in Z w 0 ttM c U) C4O Co Z LLV U) � E � rn L11 �l�,tio'Oad ca .F'DKN COLf.. 'J tJSE �no N Tit ��EttttEtt 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 O 0 Z zd.da UZOO ZwZ� W�_1 a m aw0� U � w OO L LU Z O ��\/ Id /A \ gi µrGZI a 1 W 0 Q J w = ynw J Lu . oFo 1:,-YP fob A z �Wo< J _ z$Q <¢W� 2ouo Z Z T"4 UW, UJ Ili z =1 gLli 'o dM' z <¢S z m "0z t UJ _ �o 1Z Z ,--I LL U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 8,0 w LO r- LO CV LO 0 0 J 00 d E 0 s 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 S E TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE - MAY T NEW CCA C. N OF HE W PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308A, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6ffMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. F AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND LED BY A ALL R00 USS S 0 EA FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. RESPONSIBILITY T REVIEW ALL DRAWING BEFORE IT IS THE CONTRACTORS 0 S C ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 4.4.3. A LYW00 US L U SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y„ DRYWALL SCREWS AT 12,� O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / Fy ITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALLDACE NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH ASTM A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed before 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 installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites, The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 0 Z c) - o Z CO Z Q J a t� z tn 0 Q) N +_j w •V - 0 w o �V) Cl) U m 04 LL, O U MIN= a) C,C',F- (`�6.0 M g? O O N A--U- C) W C o Q CM ) 6 o m rn ¢ o A® B D N C B D- V � N W` ood o Z z Ir M 0 ii rn LL o '� W W a LWLI Z .E - ° Z 0 2�'�¢ o � E cP LLZ W M NSE U J O e '', F E S S 14 � . � ,\N j111111ttftilt���l� '' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0Z 0 Wo Z E� Zaa uj 0400 UpzZ c� .2 �Wom C/) 0 LU L N Vo L W Z O 0 ZZ cL -� I..V < O a J W Lr) ZD C y.� 0 rY� I- 0 J r � / cr 70- N Z< LU -,W Q o��� Z g� Jr-I W a<ZO �o M Q a Z �<Z � Z � ga0oo m z L11 < Z 0 2 ¢� ,-i a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. S N l� � T1I -i ;. ' I i"1 16.:I i1 11 1 v S C) 0 CN s 10 -0 I I TANK -LESS W/H LO CORNER OF HOME H C G GARAGE SIDE 00 O it C 51-011 ¢ - STUB -OUT FOR 11 1'-O" C:)0 C:)�t GAS METER O o � LO c:fo O J N x °° I • MEASUREMENTS ARE FROM FINISHED FLOOR >� • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL o I "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" E E 0 x 2 N r` w M RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19-4- (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. ill -0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C3' w i m 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + 7' +++ + + ++ + + + + +++ +++ + + + ++++/++ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + +++ +++++++ + Ciu — 15132" CDX PLYWOOD OR 1 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3!4" wood panels or 2 x P 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap i - k i FILL CELLS STD. 90° HOOK ,— BOND BEAM w CC STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR OOC #5 CONT. FROM ❑�� FOUNDATION BOND BEAM /) [_� — BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max )Small gap • � 4 max. a Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" 7min. 9 4" Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2 8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or -Hangers with side nailing. max. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. top flangeuthcuis. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Use 3" (10d) nails at 6" o.c. Load bearing walls 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_tz SIMPS( w/ (22) NAILS 1 5/8" D THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION * over squash=20 blocks and beam below Load bearing wall must stack over Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional consideration. Check Joist local building When joists meet over wall, provide code for appropriate I Joist can be offset 1/16" 1 3/4' minimum bearing for each. details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 1 at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or / Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges QY/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at Vo.c, for all joist blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION �U INT. BRIG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) EEI 6A %" ROUND HOLE MAY if 6"6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 V-0" 1'-1" V-2" V-2" V-3" 1'-3" V-7" V-11" 2,4" 2'-9" 3'-2" 3'-7" ___�__ �_�__ Any 16" joist 12 1'-0" 1'-1" V-2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" 3--7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" V-1" l'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" V-1" l'-2" V-3" 2'-5" 3'-7" 4'-9" T-10" 7'-2" 8-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE, 7. 1Y" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)Nail with with 10-1 Old nails. Install tight to top flange. SLEEVE THRU STEM ° �. :•°. SEE PLAN FOR °• . • 4 . FOUNDATION INFO .14°' ° STEM FOUNDATION r GRADE _ncrr.rr OCE7 rn nr.r \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap :A Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist n depth i I -JOISTS BUCKETS N.T.S. rvU tlnmo1z 4 rvk, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION " MID SPAN a NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE _Z PVC OR SCH40 SLEEVE PI I IMRINr, I INF SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFF PLUMBING LINE a, A d 111=11 �l I Q 1=1 I I ll; �'' Il l l� °.All SEE FND. PLN. SIZE & REINF. CD V z o z� 0 Z Q U) Z CD (Z • O U-i Of V) ZD E f— U or- m W ~ N M m M M ^ U _E so 0 N O o0 U 4) 5 " aom 01-1 Y Q rn ca 0 ,� av rn Q o � � fA g cN o � W �I c z Z°,McN 52 il•� (n LL O W LU `nU v .N p" W � LU ane 0 Z c �� o a � z of LUa "r A f1,,/4,,�a., �% 1 1""ii�A/& x' e' l) P4 "pf L �{F "FDS (JM 4 •p , \ r m U 0' 0 !A L, O ` ROF „^ESSIO r 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. AM 11FN% 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 zo w fF u,a°da: ooU0 rr zuz< Q w Z Lu a co co v J L LU zz > O �z 5 2: a) _0 z L 1 �W U = �J 0 000 81 J An „ 6 m d L g d - � * h N z`z� Q 4wq Z ^ o ° fc it W Lf) w =<,�Z z 8 J ,T--I W � Ya gF� (v) Q Z z z CY az co O 0 Z LU 2 w rn � a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. SIN 1 li _TE7 i , -� -- r - 1 I .. r �i.�r'RI a i Ili, I,.i f,.ln it I 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 I INSULATION PER -J 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. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 WI A x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 c (2) LAYERS TYPE I OR TYPE II ' (#15 OR #30) UNDERLAYMENT -III-I (1=) I I=I m ° ° °' I �I I� �I 11= 9 FOR ROOF PITCH 4:12 OR LESS. I-1 I�._I I I -I 11=1 0 • 1=1 1=1 ff=1 �I' PRE ENGINEERED WOOD - TRUSS @ 24" O.C. U.N.O. III -I IEll �r HURRICANE ANCHOR EACH 111=I �I I �I I I I �( I TRUSS SEE UPLIFT SC@HED. W/ -1 I I II (I I _I I METAL PL. UNDER EA. TRUSS 8 MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" .N.O, 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r ��r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (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 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS V2"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'-6". (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. > 8'-1 (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH z 3 1/2" MIN. 3 1/2" MIN. ELEV. 4-3 1/2' h . AFF ILL _ IT I'31/2"(min.)- I I=III=�= 31/2"(min.)- 4" N 00 - o -III-III- ' - o _° 31/2"(min. - 4" I �I I �L i I -TI- 31/2"(min.)I- _ () I � ;,'�' () III I4,;1114�1 2 #5 CONT. 4 1 4 8 2 #5 CONT. U.N.O. MIN.U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL(',_C� TYPICAL BEARING WALL @STEPrcC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 YGS� EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C-04 INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3116" °� 3RD LAYER 1/8 THICK. K.Q. BLOCK (10) 10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD x SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ARCHITECTURAL TYP. 2x P.T. PLATE � PER MFR INSTRUCTIONS o P FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 1x2 PT WD FURRING @ 24" O.C. ' GRADE - GRADE 40 MIN. Fy= 40ksi ° > N �:,, _z #3 & #4 LAP SPLICE co=11�11=11� T p FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a (1) #5 VERT. IN FILL MONO OR STEMWALL ? M - - A c • 25" MIN. LAP [30"MIN. LAP] 1/2" GYPSUM WALLBOARD o � ' �I I I= -I I I - ' • U.N.O. CELLS (SEE FOOTING MONO SHOWN o -'' �I �I -I I - LU C, FOUNDATION PLAN FOR CLARITY D _ O° 6 MIL VAPOR BARRIER i I I III P c ° I =1 I -III L- R 1 7/8 'n 1=I I I I� ITI=I I #5 REINFORCING BAR -I I FOR LOCATIONS) P 1E I I IE 1= IE 1=111=I r = z T (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r ° 1=1 I �T�IL� II III=T=111-' .- 1x4 P.T. BASE NAILER ° o III III III III III 1 11= z 4"x4"INSPECTION D p _ I I I I • I I L -III-I #5 LAP SPLICE ()I I- r 2 #5 CONT. 1=111=1 11=1 11=1 11=111-.1 g I I I -I 11=1 11= 31/4" BASEBOARD PORT AT EACH NOTEFOR BEARING WALL g D D 1- I-11-1=11=I li' COMP. SOIL. (COMPACTED TO -_I _° ° _ _-11 III FILLED CELL TYPICAL I=III=III -III=III=- 95%MODIFIED PROCTOR ASTM I �= I I I (=-_ 111= I I=) I �_ W/ UPLIFT ONLY 11111 _ 1 ,�, M MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR =III= =11=I I I=I I I=III= I =111=11= 1=III=III=11=III=1 D1557) L III -I 11=1 I 1=I I �=� I r MIN PSI MAY VARY PER cn =1 I-11 I=III=11=III=III-III=1 I-III=1 I 1=III=III=) I I=1 I-' 4„ ' i„� III -I I t 0o MUNICIPALITY. TO CUT BLOCK OR POUR "-1= I -III_ III-iIl1 lI II-IIIII III -III CURB DUE TO SLOPE CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1AXW1.4 WWF OR a^FIBERMESH" � N ER .� _ 1-,IL00 DECO FINISH 4" to 6" BELOW GRADE - Z SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 60 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ '� z ) „ min. 4 N rn o BARRIER a p p • N ` ° GRADE J COMP. SOIL. _ ° III - O0 _ _ - _ _ _ 0 - - - - _ LO (COMPACTED TO 95% - -�{--_ I- T T- T - - - - = __ - _ _ "'- I I f �-I' -(1) #5 REBAR W/ OPT. Do MODIFIED PROCTOR ASTM D1557) l�=Trl I- II- I - I S,Cr�Eg I NCLOSURE 3" MIN. CLR. (2) #5 REBAR CONT. 4 I I ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 a 00 o OPT: DEPRESS SLAB 5 Y2" - DEEP AND 6" BEYOND E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB 9 PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS /- � z " - =lll I I 1-1 1=1 I F 71�III �.. III=' SEE A/S3 OR J/S6 LII I I (1„I I „ 111 I IT= °o FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS w � S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' co Cl). 4 .: I� 4. EO lief Rr SEE A/S3 OR J/S6 I -I I_, i 1111 ,11 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP, BD. 1/2" FROM SLAB 0� a CONT. BEAD SEALANT INTERIOR -3 1/2" 4 OIL a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a r =1 1= I= =1 11- M 6 MIL VAPOR BARRIER =III i t l l l l l III=1 1= ' _,III„lllll„IIlll,llll 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I e 2x4 E I 2x4 #2 SYP P.T. FRAMING w/ PLATE nis" I MIN 7/16" O.S.B. SHEATHING o.s.B. Z ATTACHED PER NAILING ° E w SCHEDULE COLUMNS LOCATION Q � J 6x6 P.T. #2 SYP w n rw ABU66 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. 1/2 GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 `I WWF OR FIBERMESH r, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER aA 0'-0" FIN. FLR. IV COMMUNITY SPECS = 11-1 11=1 I I- 1=1 1=1 F ON 3" CHAIRS (TYP.) 1 8" I V-4„ 1 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" �,13� 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH T I\ I I M OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS @ S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD .E CONT. FOOTING STEEL MAT REINFORCING. r ' co GRADE - Q ° M c� ;III=III a a.=1I=1I=III=1' Z w o 1-III-I =1 1=1 1=1 1=1 v o° II I-1I I I 11=1 1=1I 1 z w `0=1 =1 I f=1 I I I=1 I I =1 1=1 W J III -III -III -III -III III -III -III- FOOTING � II II 11111 j 1111 ,� 1=III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U Z M 0 - o zCID E3 v� o +-j W I p •V - 0 w o �V) U o� m W pp 'o M m M U M _ C' O O aj U 5"00 cv o ¢� n o �n;r rn < d Al I B D® N 4G�V a N N to (4 goN Z W Z z U F � 5 � w W 4`�N-�i Z w �� inW_ ° 0 v N � Q M �LL WCN �E�'tEElllidlr�%� � o •. X " ✓6N 0 rz, .:.., t E F NN 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 NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.Lennal-Tampaxom Oz 0 c,LIJ z �F Z a- J _ UZOO U U Q �o$z W �ap°o (� IZ N J Lo J zz U Ez / z S CL z 0 0 daJ W U L 1 z .R0 Q9 r E P l V Q as Id z Z +-� 20 �o � CY 2 J < LU -I �jccj V' u z Paz z z t jtn0 �o 0° g z a YL 0 oo r-+ a cn 4 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. S3 � , E. J: .CAI i Jb b. Old I., _Ili-18� � IJ...I :. t - 3. (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O!C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (nP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5!8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS THICKNESS 7/8" OVER METAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d @ ❑ LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ ❑ CRICKET AS REQUIRED PLATE WALL IS 1 1/2 MAXIMUM INTERIOR FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WALL IS 2 1/4" NAIL AT EACH STUD EBLOCKING USS BOTTOM CHORD OR 2x4 DOOR OPENING DOOR OPENING DOOR OPENING —r 1/2" EXTERIOR GRADE SHEATHING ACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING A WALL ❑ ❑ ❑ O/C FIELD \�2-16d (2) 2x HEADER WALL CLEAN -OUT 2x TOP PLATE PER PLAN SCALE: N.T.S. 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR S4 ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =_ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" 2STUD 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB x @ SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE " " 8X8X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. SCALE: N.T.S. SL� S4, SCALE: N.T.S. S4 ° AND FILLED W/ GROUT ° 4 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Typj SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - UPLIFT CONNECTOR VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8"DIA: x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER +++ + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 8" STD. 90 HOOK 8" LINTEL BEAM W1(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 ------------- ILL TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR EQ a 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS 71 ° 4 ° n MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) — 58" 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) — DOOR A8„ SPLICE STAGGERED • iyj� ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4 SDS2.5 w/ (10)1l4" x 2112"SDS (3285#SPF) " J-BOLT 71 N.� — • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) 41 TRACK • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET G OAS 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) — T �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" 1',o EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK EXTERIOR STUDS W/ (4) 16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w! WASHER & — 6 3/4" W/MOUNTING ANGLE TO TOP PLATE NUT 3 1/2" — — • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT wl WASHER & NUT 0 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC FASTENED TO TRUSSES WITH 8d COMMON 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD • FOR HDU11 USE 1" DIA. x12" EPDXIED A.T.R. WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT EDGES & 8" O/C FIELD - _ = PORT -__ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d 2O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILS AT EACH STUD BLOCKING (TYP.) SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 PROPERLY. N 2x P.T. PLATE__ROOF TRUSS F= 2240 LBS � U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT SIMPSON SIMPSON _ __ _ __ SIMPSON C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. 00 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W! TYPICAL FILLED LINTEL ASSEMBLY G STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. �4 N KNEE WALL ABOVE MASONRY WALL DETAIL F g SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2XPT = ni WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE o CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS R7 o 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Q —' SCRAP MATERIAL— ATERIAL WITHOUT UPLIFT Q SEE FLOOR PLAN NOTES FOR SIMPSON SP4 LU REQUIRED CONNECTION o SF ENO Fj°�Nl'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO d NAILS 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @R02'WO C2FOR 2' z OT ORGERED FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER 0 16" 0 C W/ 2 12d Oliviroviv 01-4 SP2 �nvirwiv SIMPSON SP1 SIMPSON SP4 10 ST Zo —J- M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a ° ° a 2X8 P.T. BOTTOM P TE �r4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING d NAILS @ 6" (2) 16d TOE NAILS AGGERED EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT, & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL C KEEP STIFFENER BACK FROM SIDES ENOUGH ( ) B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) N SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA (2) 2x HEADER SEE PLAN SIMPSON C 1 SP4 SP2 SP4 o MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) + 1.2 MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. cn E FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER EXTERIOR HEADERS: = SEAT FOR BLOCK IS POURED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) o 0 TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. 0/C TYP. BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES ti TROWEL FINISH SEE f CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE & 8" O/C FIELD FOR DRAINAGE CONNECTION ASSEMBLY BB SS FOR OADDIT ADDITIONAL S4 B GARAGE FLOOR 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ I ; `I:.�� TRAVEL DIRECTION OF (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O SIMPSON HTT4 TYP. SP1 SP8 FOR 2x8 WALL o O t SIMPSON ) SHEATHING Op�c O'4 U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL G ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4 a a a NOT REQUIRED @ PLATE) o e ° ° P.T. BOT. PLATE BEARING WALLS NOTED ° a ALTERNATE: N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT 4 °° 0 5/8" DIA. ATR EPDXIED DIMENSIONS TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM � BLOCK WALL. RECESSED SPACE MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR W SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN �a SCALE: N.T.S. S4 . (2) PER BOTTOM PLATE) U� Z M O z N z� nE3 U) zK= Q w � p •O W C� o N U o 0 —m W N M m M c N M U N a M C N U �0 Wno ¢ 0) LO 0 CL rn Q o N C B D C Al I B D• N �O YI O O M 00 ZLU z Wvv UJI 10z ST W z�4�4�1 ifs o �W.F .COM • °NSE G y �J `6� ✓ ��rL� � dui G? �. �aa�•ff0� r o C.FE$,<O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oZ ° s~ �o W Za g w<�[Y �z00 z uj ozwz dp� au�c O W N m o i z� LL �� a Z Q� -0 a Q U = U) . Or y N Lr) � Z��a W Q aa�� z z �ey8!j W J O0Hwv W Y Q M Q Z gQz Z U a to S W J V 00 g = a rn T -•I 131- LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. S4 KEEP STIFFENER BACK FROM SIDES ENOUGH ( ) B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) N SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA (2) 2x HEADER SEE PLAN SIMPSON C 1 SP4 SP2 SP4 o MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) + 1.2 MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. cn E FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER EXTERIOR HEADERS: = SEAT FOR BLOCK IS POURED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) o 0 TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. 0/C TYP. BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES ti TROWEL FINISH SEE f CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE & 8" O/C FIELD FOR DRAINAGE CONNECTION ASSEMBLY BB SS FOR OADDIT ADDITIONAL S4 B GARAGE FLOOR 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ I ; `I:.�� TRAVEL DIRECTION OF (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O SIMPSON HTT4 TYP. SP1 SP8 FOR 2x8 WALL o O t SIMPSON ) SHEATHING Op�c O'4 U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL G ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4 a a a NOT REQUIRED @ PLATE) o e ° ° P.T. BOT. PLATE BEARING WALLS NOTED ° a ALTERNATE: N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT 4 °° 0 5/8" DIA. ATR EPDXIED DIMENSIONS TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM � BLOCK WALL. RECESSED SPACE MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR W SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN �a SCALE: N.T.S. S4 . (2) PER BOTTOM PLATE) U� Z M O z N z� nE3 U) zK= Q w � p •O W C� o N U o 0 —m W N M m M c N M U N a M C N U �0 Wno ¢ 0) LO 0 CL rn Q o N C B D C Al I B D• N �O YI O O M 00 ZLU z Wvv UJI 10z ST W z�4�4�1 ifs o �W.F .COM • °NSE G y �J `6� ✓ ��rL� � dui G? �. �aa�•ff0� r o C.FE$,<O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oZ ° s~ �o W Za g w<�[Y �z00 z uj ozwz dp� au�c O W N m o i z� LL �� a Z Q� -0 a Q U = U) . Or y N Lr) � Z��a W Q aa�� z z �ey8!j W J O0Hwv W Y Q M Q Z gQz Z U a to S W J V 00 g = a rn T -•I 131- LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. S4 U� Z M O z N z� nE3 U) zK= Q w � p •O W C� o N U o 0 —m W N M m M c N M U N a M C N U �0 Wno ¢ 0) LO 0 CL rn Q o N C B D C Al I B D• N �O YI O O M 00 ZLU z Wvv UJI 10z ST W z�4�4�1 ifs o �W.F .COM • °NSE G y �J `6� ✓ ��rL� � dui G? �. �aa�•ff0� r o C.FE$,<O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oZ ° s~ �o W Za g w<�[Y �z00 z uj ozwz dp� au�c O W N m o i z� LL �� a Z Q� -0 a Q U = U) . Or y N Lr) � Z��a W Q aa�� z z �ey8!j W J O0Hwv W Y Q M Q Z gQz Z U a to S W J V 00 g = a rn T -•I 131- LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 10d x ( ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. „ „ 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER �� 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) @ 24" O.C. NAILING SCHEDULE FQR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES 1Od x 1 12" AT EA. TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER BLOCKING FOR :• FOR SHEATHIN DETAIL @ 24" O/C FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± " �� 2X4 CONT L BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ 2 10 () d 3" FOR FIRST FOUR ROWS 4rr MAX.LOCKING ELEVATIONS) FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" EA. @ ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ SHEATHING APPROX, 8" FROM OUTLOOKER EDGES OF "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. 48" O.C. EACH JOINT W/ 3 10d MAX. & (2)10d TOE NAILS 1 AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. EXTEND AT LEAST 90% OF WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND • EA. END 48" O.C. �° LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS EA. END @ EACH JOINT W/ (2) 10d & (2) 10d TOE AT LEAST 90% OF WEB 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS EA. END @ LENGTH (SEE TABLE) GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 1/16" EACH JOINT W/ (2) 10d FROM LEDGER TO SECTION FOR SIZE & SPACING) ' J OSB SHEATHING & 2 10d TOE NAILS @ () BLOCKING 2x4 PANEL BLOCKING „ 1/2 CDX PLYWOOD OR ATTACHED W/ 10d EA. END : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 6" O.C. (2)16d NAILS BOTTOM ATTACHED "T" "T" INTO 2" 6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD wl 10d NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS If 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 1Odx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48 O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL „ SIMPSON HGAIOKT w/ 4 1/4 x1 1/2" () MOISTURE BARRIER „ „ „ " 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4 x3 „ SIMPSON SP2 w/ (12)1Od 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM @ SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - MOISTURE BARRIER DBL. TOP PLATE 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS CHORD SLOPE OF ADJACENT NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL O.C. MAX} w/ MIN. 4" GABLE WEB SECTION �EMBEDMENT IN KO BLOCK SECTIONLL SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP r co• NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION ;0 `° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 ' 1/ • 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 60 60 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND RAT RUN BRACING t12 x2x4 EACH JOINT W/ (2) AT LEAST 90 /o OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 `7u►� NAILS @ EA. END GABLE TRUSS -- -- TRUSS SPANS4 ATTACHED W/ 2 -16d PANEL 2xBLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0 C OR THE FIRST (4) ROWS OF (2 ) 16d NAILS W/ 1Od NAILS @ 6 O.C. SIMPSON HGAM10KTA 2x4 BLOCKING @ 24° OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRS E NAIL TRUSSES FROM EA. E ES AND 12" O.C. FIELD W/ O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS (4) 1/4"xi 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS 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 CONNECTION TO BLOCKING & 4 () MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ - 10dx3" @ 4" 0/C (2)12d TOENAILS 0 EXT. WALL CONN. @COMMON 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON LOAD BEARING LOCATION NAILS. (ONE INTO EACH OUTSIDE FACE OF - S SEE TYP. WALL SECTION FOR SCALE: [� 3/4"=V-0" S5 e.u.. C , SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION _ 9 N ADDITIONAL INFORMATION. LO CD CV �I CID 00 MINIMUM 2x CROSS BRACING Q LO (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 31 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_� Q 0O 12 0 6.9 MAX. E SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT 1Odx3" O/C @J 2"x4y TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1IlkGABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 'MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \_BRACINGw/(3)10dx3"AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. d ---- - cU LU 0 o ' 4 z o w o o X Q CDw T X Q m Q o 0 rr o � 0 Cl w o o � LU ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 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 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 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D V Z M _ o z cD z n 10 V) CD Q) w o O W �� o U o� m W g- p N co 0) U _ 4i N O 0 po U o L 0°Oo o-o <C rn Lo rn Q o Al® B D® NT S D C Ilk I N �D Cn LU U) Z W� M m z w z 1.—] � a =LL_CD co Im w N W W a V>LLa �a E W = - Z �4a o S O N N N O ffl I 1ffi` W.FDSE GC03v1" P��tOF E SStiO f/!fli! 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 Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o W ¢ K x oo00 O J a Co U U.1LL N Ito i cu ' ^ (i� z O r U � > J Z 3 /'\ Q) v J W (n0) V V Ln �R) V 9 µp�z 0 < U * N � aXX 0. Z¢z5 W Q QQu,� °o0 Z z �o�2 J � lj..j RazV LLJ cc G Q Q Z ¢ � Paz V//� 110 Z Ro coo0 QZ 7 = of � r-1 t2 U) a SCALE : AS NOTED DATE : 7/31 /2018 TECH: WAM ES VERSION NO' 5 . 1 SHEET NO. S5 T T II FlTtE c a� v c 's 0 co I i LO r- LO CV c O O J c0 4- �I00 E 0 x 00 N w (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905 INSULATION— .15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w LLI 16" O.C. 2X S.P.F. STUDS o = 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. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0!C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYETAL SEAT �IPERP7LAN77 0 OR FELT PAPER FOR MOISTURE BARRIER ♦:e 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8".0/ DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" 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 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co U U 4"x4" INSPECTION PORT AT tz a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. n a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN, 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE c iv a . .d ,n FINISH GRADE 00 M ' —III _—III-1TI— I ' —1� I_I—�I I I III _—_— —_ 00 6x6 W1.4XW1.4 — —I I I�I I I I—IT_IEEI ff. 1- - WWF OR FIBERMESH TITLI ( a ., a �I I I-�-1T (3) # 5 REBAR ON 3" CHAIR I 4I I, , ,I I —,I STD. 90 HOOK 1� • ' (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER 7E W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 m 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 77 TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEE FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-O" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8' 6'" EMBEDMENT @ 24" O.C, W/ SIMPSON SPi 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 a d� III —III• Cfl �j11 I .aa —I 11,=,�nl I ICI I ICI I ICI I ITI I. (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 8 -- 15132" OSB EXPOSUREI SHEATHING D E NG AS ED PER N X-X IF LL SHEET C G FLOOR SYST M PROVID BLOCKI REOUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE1 F F SHEATHING Lu w x SOLID 2x C BLOCKING @ ALL o C SHEATHING O EDGES(SEE OPENING SECTION X-X av C x E W x E F- 2x STUDS w BEYOND. SEE PLAN 0 -- I ' 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r—I r\/A-r1nKI f11A^r1AAA 4 FT. 0 4 FT. O 2 O 2 5 FT. 4 FT. O O O 5 FT.1 4 FT. (2� O � v� 4 FT. 4 FT. O O 0 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o W J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD to 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 (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANKNAILS) Uj NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)112" PLYWOOD g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 o 0� y ¢ O F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ¢ �F OOtn 0 U) coLL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w 2 LL M STUD AND OR BLOCKING AT ALL EDGES. NWOO u Co 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 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4"1/2" S 1/2" S 1/2" ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (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 2112" • 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 W17/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) Sd NAILS @ 3" 0 C STAGGERED C WALL SHEATHING INSTALL. VFRTICAIRIxKIN S6 & NAILING SCHED. SECTION X-X SFF �Nw 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED Zx CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 1Od NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" 0/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE OpFN�R�0 G SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 { `t WWF OR FIBERMESH d A: CV .e co -I I I -I I I -I I -I I°" II I II I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING W HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 ;IIII. I o2 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. i i� M 0 O Z z Q Q nnV)' � w °U 0 Lij V) m F— E U o0 m 04 LU E — p 0 M C"F - (6 17 Cl) c� S d mah O o 0 I C3 $ -5 LL 00 =m Q M o W n� v am Q d B D® N N �O � N O vl N O O N Z Lu J CO a U) II= u C:) W Q °" w W O `-6 °moo CZ�7y Cn ,A Ernes. Z �/• �a � i4 : Q � N ¢ M IJ L] W ❑ ❑ www) " a. \�x s i, ro C) E S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 5th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz W Lu za �x W Q ce x 0000 Z U Z ¢ �Ouz1Z 5 J Lu J Wok �If j N WIf F �i >✓ z } > u) J U xZ s �'\ zC:a Q a o 0 0_ J W O ` ' V '/� �""� 0 z U O 0 0 , A ¢ g Q ma In LL N � zaz W a Z �o w J L/ ol I j �Yz NU Ll.l Y_ go L M Q z Z z ` ILJJ R Z a0 m rn 00 :5_ ¢ rn SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. S6 T1 I L LL-I J 00 N i 0 a E cn E 0 s 00 N w mod" ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D ---2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS A 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I 17L2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: ' = 1'-0" FLOOR JOIST N SYP 2x8 SYP STRINGER MUST MAKE F CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D WALL GLUED TO _H 1 2x8 F 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL _-2x12 SYP BEARS IN WALL ---2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER rn, -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 tAN DE MOISTURE CTION LZAATS X O.C.ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW Till SCALE: 1" = V-0" 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS R 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL I I I I AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN J WALL SECTION VIEW "D SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ►LED SECTION D-D SCALE: 1" = 1'-0" 11 -3/4 PLYWOOD ON DECK --2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND\ 2x4 PT NOTCHED INTO _ - STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW _ SCALE:' = 1'-0" -3/4 PLYWOOC ON DECK —2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C-, NOTE: 2x8 DRYWALL STOP NOT SHOWN TOP OF �— STRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST THE BLOCK =�N PER CONTRACTOR PROVIDE BLOCKING M El 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1' 0" SE CTION 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, dD NAILED TO WALL BELOW JOINT _TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" M 0 zC14 z Q 'V I z 0 c/) 0 � 0 •0 w m � (n NZ U) o 0 m w E `- 0)M co N MO M U _ ai Q o U �"co Q CM ne U.) 0 rn ¢ o B D® N' T/" I I r /r _nJ N N � O N Z U)U 121 6 :2 � z L_ M " ..�., F a i � LLo'er uj w LN y `r N ' w 51 i .CL 9 0. ca °' $ °x �V)cuotI�, Et a Z WL W Q N¢ Q v U O •dam � -J • ,pt. —� . �. O C`) :. M �� F L�w 3. ?OFESSIO i, tlititi�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O w Cd U< �400 zawzU,� z � VUz aw0m u- UU N Ln L '^ VJ zz � U �z D Q F- N LU 0 U = `� CS z_ � w g g �9o0 P 5 � U0o * N �— z W a Q a¢z� Z o�� W o °C Jr-1 LL.I Q z W 2: Q Q Z v, ¢< LW IQ°z cD M Z aoo m Z = J(71 00 g SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. ST I I —F -__T_1_T- il 11,1,_ ,ui'io 1 —1-117:R117 3 -o v v CV u7 S 00 a r- rn cV W 's 0 0 J to I C7 3 Q 00 N d a r° a0 E O x 0 O c a�i LZ 0 v 0 v N U N 0 00 w �a 1X4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB REFER 1 X 4� ( 1 X 4 1/2" DRYWALL �� , UNACCEPTABLE INSTALLTION � DOOR JAMB REFER ( TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX.8 ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W! (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d 4" 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3116" 0 X 3" LONG FURRING 3/16 Q X 3-112 LONG TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` '' BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL STD. STD. 90' ` �� 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" �/ METAL SEAT PLATE 1X4 P.T. px NOTE: JO.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALLEJE/1 LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( D BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS ' � JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING _ 2X8 P.T. WITH 3/16" 0 X 3" +2 ' - OTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w! (4) 1/4x1 1/2" SIDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4) 1/4 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL 15n NOTCH WEB AT THE ' FIRST 2 COURSES ` 41## BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LLED CELL PER PLAN _E FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A 10 = 1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,2'-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS d SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL �_ * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45n DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN 0•S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. °' ,• •A SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3) 1Od NAILS AT EA. END RETROFIT TRUSS DETAIL • ,."• . OVERRAN CONNECT W/ 8d NAILS BRACENBLKGINTO N.T.S. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHO ( ) ARCH FACES W 4 1 INTO ARCH BLKG. PER () Od NAILS THRU INTO PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 K 4 #2 SYP SCAB TO SIDE OF 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 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL / (2)1 Od NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ x O TO TRUSS TOP CHORD V�RygN MIN, 4" EMBEDMENT AT 16" O.C. LF NGT 1-O 5 -Orr SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING y JACK TRUSS PROVIDED BY + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° . .. WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED �1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° ° D: #5 BAR •i BLOCK HEADER it SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5) 12d NAILS SIMPSON + + SOFFIT + D °D. ° 9' f0" p b ° ° CENTERED W/ - 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®e . D ° °D IN TOP b KNOCKOUT / EN 8d NAILS EACH TRUSS D .' I , •' ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 1Od NAILS AT EA. END PROVIDE (2) MIN, PROVIDE 2x ° CONNECTOR �® MONO FOOTING — •a D °• CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS I • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .D DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o ° SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ; 90r HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _ • . . • .� . _ o ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° .= e• �.- s• • �.- s• �.• s• •.- s•Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY rL_�� SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD >_ cc #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_O'� EPDXY MIN. 6" EMBEDMENT & O < SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- 'I� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; D w n A REINFORCING AS FOLLOWS: �- 1=1 I ELL a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT D e III g — I - #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. _ —F EXISTING FOOTING 6" MIN. LAP SPLICE W/ 2#5x6' IN CONC. COVER PANEL REINFORCING WITH V A R FO CING W UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — ��r cn N FILLED CELL SMOOTH. DO NO FURROW, n D ° .: \ \ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D Tr- 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 _ 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. r g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. or COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX, 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CDFul Z M — O zto z Q n U, z V1 CD � w (DIM p 0(D-" = o Cn U 2� m ll1 � ♦— QlM M (C6 00 Cl) = O O N L LL00 O Q O Y CD N 0. CD 0) t[) � v � Q O A I B D® N.0 B.D.0 N� o N 10 U) o � oo m °p U) Z W co ��z o O. W V. > rn ¢ nrn Z O CA H c. ¢ LL Z w a N¢M,,��++ A wzj� lPff o eft, s. /NV 0 � •;f J �aS ��•� s - 0 �`� Q Q°• c s?- F L 0 . G To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo ida 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 E NIA R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z o w a� �r w¢�� UEOO Z�zQ �oZZ J Waco c,rw�N m � s— Z o > f Z Z Q3 0 'p �..� W Y, _1 000 0 Q fob Lu W Q - / N o 0 J WWa� ^ QaLU g �0- Z Z V-j LL LL a° Jr-1 LLJ v Sao¢ Z �a Z t C° �O Cb ZJ g = 0�+ VI a OV__4 a j SCALE ; AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO' 5ol SHEET NO. SS I 1 ( :.I I. 11 I. 1r,U A_.a LI1, u l", 11 1. i..11 1 1 1 1I t_. 1 i. i I'. &:f; 1!. r i 0 vv/ G-rvu L LnVI r r r1V'7J vV LU CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS SEE / ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -�::= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (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 B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 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 w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON ISEE PLAN L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 6d H ADER &!(6)4) INTO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM 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 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d 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 7l16" 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 FOR COLUMN SIZE & ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN TO STUDS w/ 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd —7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR T EACH STUD -TOENAIL ROOF AND EXTERIOR 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 A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (Z) #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. TRUSS OR SIMPSON CB COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3f4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. 2X4 BLOCKING PRE-ENG. TRUSS A A SEE PLAN FOR END OF TRUSS THEN 3r 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM ATTACH SECOND PLY MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. v v _ LO DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0° WOOD SIMPSON LUS26 w/ (8)10d NAILS • MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 wf (8)16d NAILS TO SEE FLOOR FRAMING PLAN � THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. .- COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ 3 O VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY - ADDITIONAL INFO. TYP. U.N.O. 1/2" X 41/2" 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 ° SCREWS EACH SIDE) (TYPICAL) LO A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL a@ INTERIOR BEARING PLAN ;� , FOR MORE INFO SCALE:NTS 3 SCALE:NTS��j COMMON B M . ATTACHMENTr18 o WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS 15 SUPPORT WHERE TRUSS DEPTH EXCEEDS LO TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. x ROOF SHEATHING SEE VS5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 16" O.C. W/ 4 12d () COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS wf SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS oa STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES o ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL 2 12d NAILS TO EACH VERTICAL ( ) �, SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. N OR TRUSS. 2X4 CONT. WI 2 O MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD o (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ e MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a` (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° 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. 0- 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) 02 S H EAR T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END N CONNECTIONS TO G.T. SO EXTERIOR, WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLEK�l2 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS N DETAILS & SECTIONS Cr) co 0 �o z Q a V) CI? 4> CLi 0 - o i� r- RS C) ci m Ltd E F p U an 0)M tT M MCo M Q p N 0 C3 �, P' IUMM � rL 00 cl�o Crn �Qo �CL rn d o B D. H We 10 N �O to O O N O k z W ui M N 11O Z z inu-o'� W R LU 9 , a w W �E a Z �C-,4:§ f o °w 4io � ■ U LL z W a) rDs k,t ds ......... ..'t" E. gg, } `� F L. .• r `ESS `'k3��2f tl.�• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z .25 Uj Uz�0 U Z=ZZ �0gw a of 0 N W m V! s— Z z z U z U3 'a Z J W O i Ln . °Oo ILj Q o P Ln LLJ -za N r o ° Qag ¢ o�� Z o Z w Ln �aa�j �S - J r-i LU F z o c c� 2:p ¢ ¢ z gQz q:r Z t �00 Calz O 00 w _ �Z ` x rn T__4 a cn o SCALE : AS NOTED DATE: 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. D1 3 -o c �v L0 0 O to to to i Q N LO S J v, cp I 00 v 3 Q N v a 0 0 y LZ 0 U 4 i U .o o_ 0 r; W �a (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1Od NAILS BENT OVER TOP SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE (USE (SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. ONRY WALL CONNECTION. EXT. SHEATHING OA BELOW AND ALT. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY BLOCKING INFO { O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR & 8d BLOCKING NAILS T/B FLANGE / 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • �' SURFACE q 2x4 #2 BLOCKING 0 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d () x 1 1/2" CLIP 1S TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" CLIP EACH SIDE •' OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTAw/_., INSTALLED AT EA. END MIN •�• CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SE Q/S4 FOR EEQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR BLOCKING WALL (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSFLOOR I -JOIST SEE PLAN PACK w/10d NAILS DECK BELOW. IF WOOD WALL IS BELOW USE 2 SIMPSON MSTA36 STRAPS w/ (26) 1Od ()J WALL SHEATHING (2) 12d TOE NAILS TOP (7)�1Od 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" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH OTHERWISE DETAIL CAN BE IGNORED SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR K3N HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 1 Od NAILS JAMB STUD 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. 2x8 OR 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o°a o o OF CRIPPLES IF LONGER THAN 8" T P• 2 - 2 x 4 SPF C SIMPSON CS16 W/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 10d (1) SIMPSON LSTA30 w/ (22) 10 @ CLIPS) NAIL BACK LEG OF CIPPLE NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 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. OD SIMPSON SP1 w/ (10) 1Od NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. 24" O.C. AND 6" FROM @ MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B C B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BERM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A w/ (6) x 1 IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C• LLES30 BE INSTSONALLED TO BE INSTALLED AT EACH END. C D. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL NAILIVNGOSCH DULE ATTACHED PER SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 4 P.T. OPENING LARGER THAN 4 ft 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM \ ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 1Od (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES 16" O.C. x (2) D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE @ w/ SIMPSON SP2 10d NAILS AT x o% PROVIDE BLOCKING w/ (12) SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ' a • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE FOR HEADER CO N N a@ 2nd FLOOR BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6STUDS . 2 STORY COL. a� GIRDERK_77_� (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 1 Od NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. <qT NO2 F48� STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B O INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 4 T TOP SPLICE tiljN OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ° END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 1Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w! (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a@ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 V zM _ o z�z n w }' CC3 0 O w C)0o m W e 8 N M CM M c m M S O O N O U va �M Co -Co �� <C rn Sao u� 0 V rn Q o B D® NYC vV N �O IS I� Z W N � z LU g _ LU >E a a cn < m o15 r.� 0] UV N Z ���'� ;Q Q N¢Mr Q NJ iilitllill/i/�! `� p p FD OM �i FLO 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 AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z L W z a fQ W ¢K;Y 2oo Ly �$WZ •�a £J W OUN U) F�O L z zz oC z n F- Z /r \`Uj 3 U) o 0 I— 06 w U U) J oo0 O Ly A. t ^ Ua�°d a Z w Ln w 551 ;zu J T-41 Q Q z ao UjQz l0 cn Z �zo ao m Q LjLj a 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO 5ol SHEET NO. D2 I - I I � C7, , A I �. i, 11. � 11:_�. I ii A le ldal u0 .i.�A:. .ti � ,. d,l t. IL. ,,. i I i I I i 1 T -.. a (D -°v 'O x LO S t2 CD c� I ao a LO n N 9 -o s L[ t 0 0 E E 0 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r tenor uiv�a rvyanuv� WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 OI ®1J Q�\ WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) OWN SELF -ADHERED FLASHING INSIDE CORNER �Ground� SELF -ADHERED FLASHING SELF -ADHERED FLASHING ET M1610 FOUNDATION WEEP SCREED DECK JOIST ' I 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 ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster i v i Cement Plaster over block 1 st floor in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing r i Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain - Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all � o z� Q V, Uf Q) ry c w _� V - 0 � 12 � � a- U o m W N M C M CO _ 8 (5 -0 co o 0 0 N �U_co Co L <Crn 0 rCL rn Q o B a. N N `D N U) O M O ONO y O N O �k 4n Z W N.z z °o .a W a , rn W aj W > c LL a a- ¢ z Z Q c CD C? O c4 m 4D in . c�"0 in w LU o U O ❑ ❑ WWW.FDSENG.COM 0 N N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O z �Q Z Q a� waa: Q� U _E80 O 0 QaQ X Z U Z Q =�yyowz U 0 J C!) Le J LL N U OL M@ < uJ Z L.. p Z Z C � �3 O Q O 'a -E V = \./ Ln (� LU al i . 9Oo a'OU 6 r � Eo vOY�a 0 . J 17�4� N z4z wa �O�o Z Z air �i W Lr) LLl ; 1 0 z o J r-I LU � � gam a Q Z z <az o, tn a Z m 0 06 G(Z J r J a r-, ,--11 a to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. W P CD C_ Cn > C- 0 a) ft o 2 CD NO ICU -0 C= 4-A (D A3 FL1 7244.1 ESR-3455 A23 F1_10446.2 ESR-2606 (1) a =3 Co - H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 a) -0 Co Cn ViTn", M. HD212-2 FL17232.3 ESR-3445 HU212-2 F1_10856A ESR-2549 0 72 -0 L_ L- (D H D216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 March 28, 2018 0 CL C 0 March 20, 2018 HD216-3 FL17232.3 ESR-3"5 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) = .0 U_ HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 C) 4- ,- As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components fisted below if they will be utilized on the M C) Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes H028-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 construction project foe 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 O0HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549products. L_0_To Whom It May Concern: HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 11- Co Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that H0610 FIL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 F- U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Bath HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 methods determine a connector's allowable load as the lowest of the following: HGA-10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 A. SWINGING ThermaTru Firber-Classic and Smooth -tar (NON -IMPACT) FL20461.1 -67.0/-67.0 psf 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 2. Average load at 1/8-inch deflection ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 -67.0/-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 ICU The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA18 FL1 1473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) 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 FL15225.1 +67.0/-87.0 psf material properties exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FL1 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FLIS225.5 +67.0/-67.0 psf ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in FilberClassic, Smoothstar, ClassicCraft, Rustic +67.0/-67.0 psf October 2016 to incorporate a methodology to evaluate products to the 2015 1 -Codes, Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FL7640,1 on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL1 0456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals, HTW20 I'l-17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING M I Windows and Doors Series 420 FLI 5332.1 - FL1 5332.5 +40.0/40.0 psf However, reevaluating a large number of products will take time. While manufacturers work with product certification HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251L 10 agencies to update their wood connector evaluation reports, we recommend that building departments under the HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +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 06X7) FL1 5279.53 +30.0/-30.0 psf The information in this letter is valid until 6130/2018 Men A 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 VV6 (8X7) FI_15279�85 +38.0/-42.0 psf w,vw.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding I 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 WS (16X7) FL15279.102 +37.0/-41.0 psf Sincerely, HUGT3 FL6223.3 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 FLI 1537.1 N/A (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FLIG856.11 ESR-2549 2. WINDOWS -I—• N U Q C L C O � Q O � CU U U ID •V/ .�4 VJ (D � O Q L O O C: 0 LL �R � ♦ V O }a LF— ' ^ Q . vLn T! E `./ � v, � CU U � Co ^ - t —0 —U% J i� ;^ v I ^, VJ 4�F.r C V O /� 0- 21 Florida Department of Business & Professional Regulation Building Codes and Standards pg.1 iBI Product Approval Application DehN Florida Department of Business & Professional Regulation Building Codes and Standards Pop I la Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards n9 Pass 11a Product Approval Application Detail Florida Departatent of Business odes end Professional rrofessiStandards al Regulation Pge 1 &2 Buildi0 Product Approval Application Detail FLa20NIR2 EW& or 211111 20 Dole Pending go im version Meng >.onand Eoctolar311cene validated ft YNOt $MEd PBCA—,,d Aogestd adlrs Revision 2017 Thema-Tits Corporation Rick Wright Lyndon F. Sgankk, P.E. Ryan J. lag, P.E. 1 W1SMIT 07/12/2017 1011802017 12flW2DI7 CatealoporxWlor Goon N79)298-1740 PE-43400 (819)7878555 eubcaa9ory: 8wWgxg EtMww Door Assemblies Compliance Mstncd; Evaluation Report torn a com Florida Registered Arohltod or s Lkxahsed Florida Prdeeebnal Ell~ F122OU14t2 Ptsm.h 9WHYAUMM A�ImrS� A�for Lim homed Raclin Elan Product Description contrast gistatiall pett In HVKZ Outside HV Z Bohm Ea m 1 a. Thma-Du F®erLYusk and Smoah6teinal r NomS&M;8 8quot;Non4mpatlBquol; Opaque, 12J312020 NO Yes No WA Cornpcees Edge Fiberglass Sbgle Door (InaaltWOu roving; X configuration) FLe2 MIL-- 1i Scats �g bash yellow Manufacture, contact Eminur3L1� ad veud.ae Yd&M IWMdlaf FSCArersntsl Amre¢d am& Revision 2017 Themu-Tss Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/13/2017 12A32017 12212017 pending FSC Approve CaMgmy: Exterior Doors (419) 296.1740 PE-43409 (613) 7676666 SubCalagay: Swinging Extorter Door Assemblies rldcwitrobld9cronautmto. Compliance MaawmEvaluation Report from a coma Florida Reg', e - Architect or a Licensed FloridaFloridaRegistered Professional Engineer FLOM14t2 Sdmt Exterior )let tare CobPadlm gas Use lfmhn lNmderaaR lionNct Eroim9LiLlem vaimew a Yaltlacd AWMM ElQApprmrffi Approved two Revision 2017 TMrtne-Tru Corporation Rick Vft4 Lyndon F. SchmIdt, PE. Ryan J. KM P.E. 10/1512017 07/122017 tOM8Yt011 12/12I2017 Approved adonor Does (419) 29&1740 PE-43400 (813) T876555 aubCetogory: SwWgimg Exterior Dow Awnlblles sitlrw@rabkgrnmuasms. Compliance Melbed: Evaballon Report from a corn Florida RegMtemaS Andneetl w • Licensed Florida Prolassional Engineer PL�7 82PLd 9rMlmcAtMenu A�mcllg AMamdfor U- h ..a 2290 111219 product Model. Number or Hams 1n HdQiZ Outside Resistont p� m 6 f. Themes -Tit FbanCwdc and Smooth -Star Nomnal 811,638;0 &quoton N-ImpacMyuot; Opaque 1=112020 No Yes No WA Composite Edge Fberg4u Single Door 0nswtg/Oahawtg; X corfturNkrl) Frf76as1R3 St44t I OIhfJa dish tics l programs lists blot V1mhn M FaaNni:Ll�ll Validated By Vo[kMW gubmNW tOA9a�tl AeareYd hash Revision 2017 Thema-Tit Cwporsdon Mck Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 Pending FBC Approval Category: Exterior Doss (419) 29&1740 PE-43409 (813) 7676665 Subcategory: Swinghlg Exterior Door Assemblies no werabldgurreutanfs. Compliance Method: Evaluation Report tom a own FloridaFkindaRpistored Archted or Clamed FkhmMa Pro4asebnal Engineer 921111. Eutlhror go salt Dab Prondless1Lh Ural version l Sanilct F.m�3LW� yaadstedBy YmOdFA@d sustained FacAoorw.r Approved Iwo Revision 2017 Thames-Tm Corporation Rick Wrght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 101152017 07/12/2017 10118=17 1211212017 Approved CaMgwy; Exterior Doors (419) 2WI740 PE-43400 (813) 7676655 aubCahagoyo swbptp Ezbrbr DoorAspmblb nckwGmvrbkgconsultaM►. hitect a Report from a can Compliance t eed Architect Florida Registered Anmited w • Lkismad Florida Professional Engineer F1 14u 21 01,WAWlrsna A�to, IN, A�t$ths I� 22Mm Egad Ptroduark Mcdol. Number w Name product posorwdw Contract Excitation Deb In HVHZ SLtside!!VHZ Resistant dew 9 L Thor me -TN FBar-0kaele and Srmo"tr NombY &&M;8 8quotNon-ImpactNuot Gland 12/512020 No Ya No WA Composite Edge FaaryWa Single Door (IrowirplQsbwkg: X corRyuntlon) FL/20es14tl Ssdl EofhL9[ � ldl aabPt�m no Oia Version902MAKALMM Validated ®t YamWf IapmBYf F av i Approved eM" Revision 2017 Themes Tn Corporation Rick WrgM Lyndon F. Schmidt P.E. Ryan J. King, P.E. 121132017 12fl32017 12/212017 Pending FBC Approval Cals": Exl edor Doom (419) 2MI740 PE-434M (813) 7674M SuIsCA. ory: SwkV[rg Exterior Dow Assemblies tk kmCrwbldgcens0e tytL Report from a Archised orraa Licensed Florida Cam Professional Engineer ELl204614B1k 296 Enter or rids Geis ode Pending gat! less Ena10ler.I.i Validated )N I! d AP89glB Ilatlrs Revision 2017 ThermaTruCohporation Rick Wright Lyndon F. Bctnnldl, P.E. Ryan J. King, P.E. i01152017 071172017 10I782017 1?/122017 Approved Bobcat Y: : Soil Door (419) 29&1740 PE-43d09 (813) 7676555 BabCabpory: SwWpinp Exbrbr Dow Assemblies rkMvomwgutes. Cor plirroe Metlnctl1 Evaluation Raw from ■ corn ProbatknalFlorida RsRe or a Licensed Florida Aoersld for Use Aoprwed for it,� � AKt ki mm ! > P.LaM1i 14 n. Theme -Tit Fber-Cwsk and Snn=U,- ter Nominal S&939;0 41,quotNm4mpactliquot Olased 17J312020 No Yes No WA Composite Edge Fss (Irgwing/Outoxing; X coetipuratim) F1.10461-R3 En@hDail .4C 2& go . )� mm YSD� Contact Kali maid" III FBC A4ssid two Revisips 2017 YbMWTM Corporation Rick Wright Lyndon F. Scheldt P.E. Ryan J. lag, P.E. 121132017 12/132017 122102017 dig FSC Appn Categpry: ry; So i Door (419) 298.1710 PE-43409 (813) 7676556 SrdfCusgary: 8winpinp Exbrbr Door Assemblies rklW�rnbldpconeu8anls. Conplimce Melrod: Evaluation Report tom a own Florida Registered Ardrest or a Ucw*W Florida FLEadest4u Products FLUM14U Products FLa10e61.R3 Produces Profpeienal Engineer Ilga Product Model, Number orName QuaM Assuages Approhd for LAM ApprovedloyUs, N10aP oulaw.14M AMMO pW 21" Pllugi 220 dcalct hi>mi Sldside.HVHZ lotion 1 IloaPilodurtmadel.NumberwManno Product D48,4h36w Confined Expiration Deal Awonsmod I, ties A .U, hmot d>Wm In.HVIC outside19Ni !ice Pdastare F1.02046143 Prodtreb 1 a. Theme-Tru Fiber-CMssto and! Smoo6FStar Nonind gdr139;8 6qu"m4irpacf6quot Opaque 12/31/= Composts Edge Fiberglass Single Door (ImwkhyDutewWp; X cordburatlm) No Yu No N/A s I. Therms-Tru Fiber -Classic: and Smoodn-Slar NomkW $&I WO &" Non•knputaquok Opaque 12/31r= Composite Edge FaagMu SMgla Door gnhvkgbufewiM; X ooMplxadan) No Yes No WA 9 1. TMrna-Tm Fiber-CWsie and Smooth -Star Nominal S6T.N;8 agwkNon•ImpecMgnet OMM 12/3i=l Composite, Edge Fbemgisee Singh Door (Inswkg/Ouaswbg; X oOmpuratim) No Yes No WA S 14 Product Model. Number or rt. Thsma•Tss Fbar-Classk and Srreotlt-liter Quaker Assumuncit Product Description Contract EKDW&tlDn 09% NonWnhet 88#3;0 &quotNOMmpact&grbt 171aesd 121912021 Composite Edge Fibegleu Single Door Aoameef.flt[1h! Ab,,&,d.for IN! lmpla In HVC Outside HVHZ No Yes NO colon Pronouns, WA AMMUdhdis $ (N�Y�utr+ing: X mnsinuation) Florida Depertinent of Business & Professional Regulation paw i or I Building Codes and Standards 115=18 Florida Deparhment of Business & Professional Regulation Ploo 1 o 1 Building Codes and Standards vrmis Product Approval Application Detail Product Approval Application D&WI Florida Deparlinerd of Business & Professional Regulation Peas 1 of l Florida Department of Business & Professional Regulation P.Pe 1 r 1 Building Codes and Standards 1/I4201e Building Codes and Standards 1=18 11t11271 d tail VersionMMlldligam Cdtreact E�e d.d oW—a LlVaetobe � lNtldacd $I@mBld IN�m l� FaCADwayof Am®rd IY4h c89t tail Ymhn lYmditalrs[ Egllgta GROW EDahac[.I.Licenses v.IMat.ae. � dish l�P>ddDa � YJditlad Itihmtlld FOCAogtsaal Aodarmd ItWa Product Approval Application Defall Product Approval Application Detail Revision 2017 Ttam s-Tres Corporation CaboW. Extodw Doom alhbc.mgory: Swinging Emnbr Door AsssmGlee, SubCaawe Metlncg gEleatlmow Ass Lisatp Rick WrgM NMior d Awedlestlon & Ryan J. KMg, P.E. (419) 2WI740 ManapanteM WeWto (613) 7876555 ddnv�abMgcomu6anto, 00m 12r.0=17 09212017 12222017 Approved Revkaon zaf7 Therms -Tit Corporation Category,: Exhales Doom Su Swl Esderbr OcorAssemblies bChorece "lhg CompRrnce MsNed: carafatlon Mark or LMkp Rick WrightWdpM National AwWkatlon & Ryan J. King, P.E. (419) 29&1740 Management hadese (813) 767-W5 ridaw®rwbldpoonsubnfa cam 12=2017 M12017 12WM17 Approved #1�"'— ! tail vaohn Revision 2D17 lNsdaaaursL MI Vdmloom and Doan EDtrdsr. EOamee[.I.LNwa Yallesd.®r asset SiMow Luis Roberto Leas Steven M. Urm, PE 1� km FSC ApBldm Fats Yamerd at14mtlOd 18G.Amretul Aaoes:d 0M132017 0 i ll2D17 08116=17 101102017 $m11M Approved � bUa! ltseloa Revision 2017 l MI VWWdowe and Doors Erdd eL &.9ntact EOahaeri.LJ�t Validated By Said SMrger Luis Roberto Lomas Steven M. Uda, PE � RLI FOC Asod� � YalNdd IfOmmd FESdmreyll Aolrold 081132017 09/112017 OB/162017 10/10/2017 Ama Approved Ba1I2244&Pmluse, Category: Exterior Doors (717) 365.3300 PE62514 (717) 3176464 noose Category:Csto 3653300 PE62614 (717) 3176464 aubCabgory: sacks Etasrkx Door Anomalies beeahpemQmted.cmt yr: add SubCabgery: 8fi9mp Fxharbr DoorAasemtdbe besta bsathper�mwd.own Iffi! 1 a. &qud;CWSIIOCMR&Wot and &quotSmamsrk by 111noma-Tru6quot Qusft &I and 8/0 Opaque end Glazed FlbegMu Door with 12/31=1 and wthout SkNMes. Inswing and Ouhwing Aaar�rd.terSNt Aa>lf 1nHV Z Cubkb-HVHZ No I.BlLnhe lmgffi Resistant Yes No gtelan PSMBIR NIA .OgaiProduct 5 Model. Numbarr or Maine a. 8quotSmooe-StarBquot and &quot;lenchmark by ThGMWTM&quot ya�t product D eadmha 2Rnkkdzmdm§2LOW Be and Aq Opaque and Glazed FibegMw Door with 12131f2021 and without SMSIRas: Moving and Oubwing Aoprovsd for ilp Aoprwed for tise [mesa hk HVHZ Outside 0 H 119tNYm No Yes No Wall P—as WA Compliance Mearod: bvalation Report tom a Florida Registered Afditd or a Licensed Florida PnMssbnal Engineer Compltenas Merged: Evaluation Report from a Florida Registered AnhfMa or a Licensed FWds ProMsbmal Engineer trace Product Model. Number orName QUEM Assurance, Product t Apogee Appraved for Use bowed InHVZ Outside HVHZ .BG]St t Desk, Pleasure rigs Product Model. Number orNestle oudft Pm&wtOeaedotloo Contrast Exokudm Does Allocated for Use Aooruv.efor Mae hums InHVHZ outowsZ Room=Search gggg P. Crkwb 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED DID 12/312018 No Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX, 12131=8 No Yes No WA 145,V46quo"91Mquok XO, XX gWWt;x968quot Florida Department of Business & Professional Regulation Pape 1 of 1 Building Codes and Standards +=18 Florida Department of Business & Professional Regulation Page I e l Building Codes and Standards 115401e Florida Depertntent Of Business &Professional Regulation Pupa 1 w 1 Building Codes and Standards 182018 Florida Department of Business & Professional Regulation P.ge+or 1 Building Codes and Standards VBrmle Product Approval Application Detail Product Approval Applicatlfxt Detail Product Approval Application Detail Product Approval Application Detail 1> r1m mm YlDlm Revision 2017 IllmdagiIIX MI WVbdowe and Door Category: Et orbr Door Subcategory: adding Extorter DwAssembbe Compliance MeI , : Eval slim Report from a Florida R09WW d Artldbd or a Licensed Florida Professional Engineer Enter at onobw Ems Vakdo d By Bent $Mbger Luis Roberto Lomas Shaven M. Udd4 PE (717) 3653300 PE-W14 (717) 317-94M beMun"m hod.cam Ra 21111 vdldacsd amkw d 08/13=7 01111112017 Dab Pending 281 FW Ascorerll Amloved 08I182017 1 W10r2o17 Am& Approved J9 RM I= V.,d- Revision 2017 usagiligalls MI Windows and Doors WaomY=Exterior Goon Assemblies Ccom BmaC uegcry: addingork Exterior Dow CaatpilascelAatbed: Evaluatim Repro tom a Florida RapiuradArdiRad or a Licensed Florida Profaebml Engineer Enft or Contact Frush—A Lb— Validated Bu Bent SMrgr Luis Roberto Lomas $town M. Urich, PE (717)3839900 PE62611 (717)3176464 beRlnpst®miwd.can 20 go Dab PorxWw Oftbias vdpyyed all Mftd RIC Amme(j Amroved 08113=7 O8I11/2017 06/l&ml7 10110=17 $NnM Approved 1'1l11II48a raft version Revision 2017 Irl.0152711allProducas IlYegissi er Cbpsy Bradcg Products Company Category: Extodor Door subcategory: Seasonal EnactorEnactorDoor Aspmbdas or L CoahPilethoe Metsed: CeNAcatlm MarkListing. Erehc 9L Contact Fmine3.Lloarsa vatld.tad ore Main vvssb~ IMeMk Tasting Services NA, GaryPk*hW (513) 7704062 I= (513) 5196588 Form QuaillivAlmormince !de gait Dole poi flm 21112 Y rA w agora d PROAwWerMl A-mved 11r29=17 081102017 12MM17 A,,rwM for the Approved for use ba"d IN4M Approved dNedm 1Sa11ii�Ba crab. tail Version Revision 2017 no Mismullachana Cbpay Suit"Product, Company Category: Eztotbr Door Compliance QlstlloU: Centlfiatlot Madr or Listing Enft or conlacl Elud s a.Laho•sy udedw Be Mark Westerfield Imertak ToslMg Sery c" NA, Gwy PlahWr (513) 7708062 Inc. (513) 519.M GpM. Aawranee 21k 21K ode PWAM 21 K )WM*d altered FRICAmmyed AgDrovW 1129=7 0SMOM17 12M=17 Alalerunddor Approved for the f " AMR Approved Rom � CIO FI PJ>dYch Aace Product West. NasuarorNam Product Description 99okKazmdmmamb In WHIZ outsidN.H"a Registers Pcwure Ieaa Product 0,M. Number or Name Product Description Contract Expirsficas Dab In Him Doodles HVNZ Buldest PTJ'ossagi alga 1 PradWt Modal. Number or Nam SERIES 420 ALUMINUM SOD OL,aftAmummeAm[sLd SERIES 420 ALUMINUM EGO OXO 121312018 145-8f4&quotx80kKW1; NON -REINFORCED tlaLdhs Aseergl!d1erl� N Wto oubm No lmWi3 tliCflZ dahremd Yes No ! Pressure WA Imes 2 Product Mold. Number or Naas SERIES 420 ALUMINUM SO0 .giMBhLABt� Productignarloodon Construct Expiration SERIES 420 ALUMINUM SGD OX, XO, XX 12/312018 98&quotx$0&Wct NONREINFORCED Aoprwed Ion ties Amiv�,Yffi im�t In tDltZ Real No Yee, No Damon Praises WA 37 037 WY649 PAN-2F161: 84A, 94, 73. 76, 1600, 190, 76, 76V, 4RST, 4RSF, BRST, QRSF, 2RST, 48, 42, 56, 480. 42B, 555, 0058, GD SIV, ORES, GR55V, ARSE, AR5SV, EDSS, EDSSV Steel Pan (met. 25 ga.) single-cer (up to 9'0- wide) 05a12028 WINDCODE&V 74; WW5 Garage Door No Yes No +30 PSFI.32 PSF 63 053 WS-18 PAN-2F1S3: 114A, 94, 73, 78, 1500, 190. 4RST, 4RSF, BRST, SRSF, 48, 42, 55, 488, 426, 565, GD58, GDSSV; GRSS, 01158V, ARSS, AR88V, EDSS, EDSrV SMd Pan (mid. 25 go.)Double-Cor (9'Y to 18'0- 06211=8 wide) VIINDCODE&6174; INS Droop Doan No Yes No +30 PSFI.W PSF O Florida Deparline t of Business & Professional Regulation Building Codes and Standards Papa 1 or 1 Ir"Is Florida Department of Business &Professional Regulation Building Codes and Standards page 1 Of 1 Ilmoia Florida Department Of Business &Professional Regulation Building Codes and Standards Papa 1 r 1 115/m18 Florida Department of Business & Professional Regulation Building Codes and Standards Papa i at 1 12016 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 11912111M FLId614t2f fLl,1p7J0 Smfg brae vmion Revidom 2017 l a Windows and Doers Casegcry: Exterior Dora &ubCabpoy: S" ExWW Dow Assembles Compllarw IQsleod: Erelwtbn ReportBorn a Corsica Registered Ambled ti n Licensed Florida Enft or Canoed Enalmerr ALbaau Validated By Beet saw Luis Roberto Lew Steven M. Uddt, PE (717) 3865300 PE-Mt4 (717) 317-8454 WMnpu®niwd.com 2111 e tide Yawad ItlhdBd 0/31132017 08I112017 adLemctm chic FIC Amerhl Apprsmd 01IM512017 1011012017 a" Approved f ,itls bona Vital Revision 2017 POT lrldu*kl* Category: ry:SliExterior Door ammbCus9amN: SN9ng 6rtemlor DoorAeeambtes Compliance Mslhed: Certification Mark or Listing E� contact sweeper AAuras V.Ndmbdw Dean Ruork MIen4Dads SCCO - CER MMnM-Dade SCCO • VAL (941) 48&0ind (768) 31&?690 droark@pgtlmxtueUfaaam 2#A 2ok Dow P.MIm titans Y&Ydshf Iabmtlld FICAm®ul Aparaad 1220/2017 1128=17 121252017 Ella Approved 2m42 11121 version Revision 20+7 Mosmilaclumer CURRIES DrvMbn ofAADG, Inc SubCaly: Exterior Door SubCabgary: Exterior Door Components Canpff.— Method: Codification Mark or Listing Dow at Camara Ensdow A License veudd"Be, Dedk low UL LLC Ted German, PE (841) 494-2844 (30bj 88&4707 Qae.Qedb�asuabby.a m Qw Do this Ye1klabod Ins®BYd AD i l(302DI7 1020=17 12/0512017 Inca Approved Crate brst Version Revision 2D17 lYauhicblrsr MI Wndows and Dore Casgory: vNndO.e �BubGb�Y�r Single Hung Cumuli stion Met or LWkg E � contact Validated By Slam 8MMger American ArtldWCWnI Sawn M. Uridt, PE (7 7) men n 17) 17 IN .ems � this ddt��Ym 2111 Yalltlkd Saturated F2C Aossroval A9nrs7rd 12/2WM7 12RWA17 IttlIM VdkWMd U � — � ProMekrol Engines iF1.1111111374017 Product, FLM74204r2 Produces ffia 5 SERIES 420ALUMINUM SOO REINFORCED Qatar Assurancepgaa SERIES 420 ALUMINUM SGO REINFORCED XXX 12/312018 Amrevd�Us, In HVHz Outside.HVHZ No � 1 Yes No a!!� Pressure WA 1100 I Product Model. Number or kill= SGD6570 (Lags MMWe Impact) QcWb1 Assurance Proctors Cceltract Explisdon1lon, Vinyl Srdkg tarty Door 04/1/2021 Aproved for Uss Approved for Use balist yes� Doeson WA WA 1 Proses eredeL MraarerorMaro 807, 707, 727, 747, and 847 Si and Pain d Doors GuRW Assurance P Flask (Hazed, and Louvred tingle and palm of 12f312026 tbibw meld doors. Aooroved for lip Aowwed for tes. bold h1HvZ SMYHtls.HVHZ Bshtad Yes Yes Yp Design P— WA Ieo2 2 185 SH Oudb Asoluouncer CeondctLa 52954 FkbfWrp Frame, IGW Single Hung 1 oomai 8 Amroved for Use Approved for Use bald . InHIDZ Out ksa B1Z Bss� No Yes No gdpg PJs M *BW-eo i 143&qu&x90&quot 17 FL M 261.10 I as ♦^^�11 Florida Deparlmem of Business &Professional Regulation Page, 1 oft Florida Department Of Business Professional Regulation Pace, d, O W Building Codes and Standards IMMIe Building Codes and Standards Iisale Florida Department of Business &Professional Regulation Building Codes and Standards Pug., or 1 1/6rm18 Florida DeParttnent of Business &Professional Regulation Building Codes and Standards Peg.1 r 1 I/Srmle Product Approval Application Detail Product Approval Application Detaa e� ) Product Approval Application Detail Product Approval Application Detail l3d53411,4112 13 V Sets iota Vemlon EctlhLer co0hat PJ1er�L3,L� vatkhabdBv ere alit ! Qlh )tam Illhmmd EBrcAm[stY Aoct9yd adlh Cede brae YfrVersionW01lNFWMrst EoYSLg carried EDana[ill�l YJdmd.®t litre lde J p WedgedWedgedBWmmd l�Aoo<mY dD>Irov� $faah co Pid1l3i9� 8i11iisB4 Corm use version Revision 2017 Waite Cbpay Building Products Company Catogwy: Exerior noon subcategory: Sedbnd ederbr Door Assemblies ComplMnca Mod : CwbkW n Mark or Listing emv w Contact goab"L&L ValidatedRe Mark YYsalerAdd InteMk Testing Sarvioss NA, Gary PrushMr (613) 7706052 Ind. 96 (513) 51586 maastorfle"Giodat-can Ra 2da V IlArserd 11292017 08/1012017 Dole Panama ggg POOAmretfd Approved 12/0512017 IYars Approved Galls bias Ylrslon Revision 2017 lYaYhmlre[ CIOWy Building Products Cranberry BubCatogory: Sections] E derlor Door Assemblies ComplWme ashad: Certification Mark or LMtlnp Brift or limhGS Eog�Slaama Y1WYddlac Mask Wasbrnold Imedak Testing Services NA, Gery PlahW (513) 770-M � y.00m Inc. (519) 5196588 20 aftData Pending 20 Y IliQmtl4d FBScAmisral Aoomwt 1112IM2017 CSMQQ017 12MM7017 Ihah Approved tl RevMlm 2D17 Ifaa MI WindWta end Door Category: VWmdovrs au�es, Flood Metncd: Continuation Mark or Listing ProdComuces Product MmMLNumbworNam &ern Silinger American ArchiMdural Steven M. Ludt, PE (717)355-M Menuhdurrs Asecclatlon (717)317.04M beMnger�rMvd.�n 9tMIhLBaninr8 P 1201207 121312017 0110412DIa Am�t4Lnh! Aoarovedfaru.. 1 bases; Iaim Outside HVHz Ralaboat Approved postalAmy PLlLim Revision 201? Ala PGT Industries Category: Wwcewa CobCebgory; Flied Compliance or Listing Product Mold. Number rNare Dean Ruark Miami -Dade 8CCO • CER Mismi-Dade SCOO- VAL (941)4886100 (786)315.2590 Qnark@ppBntllneGiss.Com Guests Product Description Crashed Exxiinsfift Dab 122=17 12/082017 12262017 Amy 10 In.HVHZ outside HWW Resistant Approved 12>tlNa Pressures > O Quality Aporgived for LNG Approved for ties jissid palm Quality Assanamer Approved for Use Approved ter Up In on gowns 1 185 PW 73 x 721nsufaked Glass 04103/2018 No Yes No .60160 9 PWW6520 (Large Missile Impel) Vinyl Fixed Window 0N802020 Yes Yes Year WA CIO Am" Proe nct Medat. xamer or NameProduct Dommindw 22abdxukwmjmNBYHi Oubd& HVHZ Bail= Pl— Iln! Product Model, Nurnber or Nouna pmdLotogotdoum In trim 2111111III11.111M Hssuses Pressures 88 085 VA-09 PAN-2F153: 73, 75, 84A, 94, 42, 46, 428, 488. Shd Pm (min. 25 ga.) Single -Car (up to 97 Mds) MI2028 No Yp No +38 PSFI-42 102 102 MIS PAN-2FI53: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (nit. 25 ga.) Double -Car (92- to 167 062irAM No Yes No +37 PSF/.41 4RST, BRST, GDSS, GRSS, ARSE, ED6S WINDC.ODE&i174; W8 Dump Door PSF 4RST, BRST, GDSS, GRSS, ARSS, EDSS wee) WNNDCODE81174; We Garage, Dow Pap U �.../ U O S.— Florida Department of Business & Professional Regulation Building Codes and Standards page I or I Product Approval Application Detail CIO M I ■ ■ Florida Deparlirtent d Business & Professional Regulation eg gaga 1 w 1 Building Codes and Standards 1I5lm18 Florida Department Of Business &Professional Regulation Pep. l r 1 Building Codes and Standards Iffi mla Fill � EctNLa !ere 4es wte P.hham � Product Approval Application Denali Product Approval Application Detall big, version !!! Camara Emhac4ltranee Validated By Vold ded Submi d PEScAmreril Aguarovold! Itao! Revision 2017 TMmma-Tm Cwpomdon Category: EAKW Doom Rick Wright Lyndon F. SdunM, P.E Ryan J. King, P.E. (4/9) 17 -43409 13) 7 WSW? 101182017 1 W22MI7 12I1212017 Approved w a.192 B2a PI115351.R5 aubCeselarY: Swkgkg Extorter DoorAesrnbdes wckwrerwbMgoonsuaante 296 Most Version Review 2017 Illanulacturer PGT MUSWas Efts 41 conum EsaNeer ltLJ Validated by Dun Ruark MWmi-Dado 800O - CER MWmLDaas BCCO - VAL disc 21K YdhMd Illhmmd 12G012017 12M82017 Deb Freedom am 19iiAmL410d Ammsaf 16/2017 22 IhhR Approved red! tars! Yenlon Review 2017 !lLIQL re, WNneowsidors aDo Enter or Seeohat Emheaa.Lla� YlB9dfJti( Brim BRlnger Am Moon Asddbctorel Shawn M. Urkk PE 20 Ida Dab perAmm 210 YaBldd IlimWd 19SeAml4yal O1/O32018 0110=018 $dlh Validated Compliance Method: Evekatlm Raped from a Florida Registered Amhasd or a Licensed Florida Professional Engineer cem Q Z catogwr. Windows (941) 40"100 (78M 315-2590 Category: WrAces (717) 3853300 Mamufachm rsAssociation (717) 317-8454 i FL#2394tU Products Subcategory: Single Hung Compliance Massed: CoMastim Merit or Listing druarkappindusaiseo n ELF SubCabgoy: Horizontal Seder Compliance Method: CewMeadon Maly or Listing bsdenger®miwd.own AMA 1 Product Modal. Number or alma a. &quatFeanClaosuckwt. &quo%SmoothStar&qud;, QuaW Assurance 6&039;$ &quotI pact&quet dazed Fiberglass 12a91/2021 Amy in oumwwRl oosest No Yea Yes Rolm WAGuests z Q Ems Product Maur. Numeror Name Assumareas P dpled CRUMELCadmoRmak!atffi'IZ Awsovedforiles Approved >htldhlDmZ for use Ignact IHNMsm gaion Press— Ilan Product M, Quotas A Product D.Gsdumn Ascha*d.for U" Aterrovied for Use Intact 10.19�publhkwmz gnktad Doolm Pressure &quotCWuieCra6&quot or&quotCWeslcCraft Rau single Dow -(X) lnvadig Or Outawang Con6gurdbn ^J LL 7 SH-5600 (Lags Missile Impact) Vmy19IgM Ftup VVYhdow O7I342020 Yes Yp Yp WA 1 HS 188 Wit and FWnps Frame 73x82 Insulated Glass 02/1872019 No Yes No +t16/65 SHEET NO. PA 1.1 „:. ���.. 1 �. � .; ill Ne :1 �1k .[.I Oi�L,fl 1.91Y 1�.-G4i ... � � ,1. � I � I � I _ � � � I I I �� ��II 1,� � li � �. Y -6- N cn C6 N .6-0 U N 0 Q 0 O cv - CU co U) 0 S- O O Q� C � _O LL � C _ . U) -0 O N ^i ■ a� O U ■ Cn O W O Lro 0- U O Lw� v / U cw G a Z Z Q J IZ �. SHEET NO. U PA 1.3 Florida Department of Business 8 Professional Regulation pqe i m, Florida Department Of BuaHlBae &Professional Regulation Paps, a + Florida Department Of Business &Professional Regulation gape, a, Florida Department Of Business 8 Professional Regulation Paoe t m Cn 7 Building Codes and Standards +r✓eo+e Building Codes and Standards ,/m2we Building Codes and Standards ,fs2o,e Building Codes and Standards ,prm,a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail P4tk mks � � Dak.C+mtl■ Dak i stem. 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