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HomeMy WebLinkAbout2942 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or fin. Fir. Finished Floor PWDR or Pwd. Powder Room S3S STEM DETAILS S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or RA. Return Air AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR or Flr. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAD or Rod. Return Air Grill Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS & DETAILS Wp WATERPROOFING DETAILS BC Base Cabinet FRT Front REINF Reinforcing BF B'Ifold Door FT or Ft Foott Feet REQD or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh Bookshelf FTG or Ftg. Footing RM or Rm. Room BLKorBLK. Block BLW or BLW. Below GALVorGaly. Galvanized GC or G.C. General Contractor RNDorRnd. RO or R.O. Round Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf BOTorBot Bottom BP or B.P. Bypass (door) GTorG.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SO FT or SF or S.F. Smoke Detector Square Foot (feet) pg1.3 PRODUCT APPROVAL NUMBERS 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 C/J 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 COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SPECS or SPECS. SO or Sq. Specifications Square 1r�a 1:1 EEI II�JI ID FD]D N M --_ COL or Col. Column COMM or Comm. Community INT or Int. Interior KlWall Knee KS STO SW S.W. Storage Shear WallD , C� � � � �EE I COMP or Comp. Compressor or K.. KS or K.S. Knee Space Sp SYP or S.Y.P. o Southern Yellow Pine L —J� CONN or CONN. Connection CONT or Cont. Continuous LAUN orL Laundry LAV or ay. v. Lavatory TB TEMP or Temp. Towel Bar Tempered F[7:1. CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer DB Door Bell LL Lintel Length LT Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry ElOE EI ❑ ❑ ❑ 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 WOW or Trans. Transom Window ` DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum TYP or Typ. UC or u.c. UCL Typical Under Counter Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical N I� n DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional VL or V.L. VTR W or w Versalam Vent through Roof Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor °O EQ Equal EXT or Ext. Exterior PKT or Pkt. Pocket (Door) PL or P.L. Parallam WD or Wd Wood WDW HDR or WDW. HDR. Window Header Q EXP or Exp. Expansion FBC Florida Budding Code FDN or Fdn. Foundation PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FXD GL Fixed Glass FG Fiberglass (Shower Pan) PSF Pounds per square foot PT or P.T. Pressure Treated WP WS Water Proofing) Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire fabric (Mesh) 04 REVISIONS 08-20-15 1.0 NEW BASE PLAN i 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL 4 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES aO S THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT spuq IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID c� r% W% TK $H �-L COMPPPMLY CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. + i w1G CQQE NATIONAL ELECT�iCrt; CC�tE, AND THE CCrY a a 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 RCV1Ew GATE DEC 2 Q �wAI 4 '" +°�1YS E NER the commencement of any work. The Designer/Engineer are t N M 1791 responsible for any plan errors, mi sions,or misinterpretations ons 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 W advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the M agreement. z� z�® a � C9 `„ LL, �V — O W U mo W M CM ULL5 B De N .-... t�. (, IXI r N O yy � �nn"� 04Z W fi W W V t a = 0a a LLM W ri a o� \���LOoI`�tlrl/!// . f(, NS .,�..., .+� R0FESs\ \\� %1,1011 f 1 f 1 °�`�'AA To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o f0 ILU W z R n O uu Q Z ZLn J rl w Z Z m Z Z I�-- w O � a Ul) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4sO SHEET NO. C S 21'-5" A O 35-SH 16-3" CAFE AFEFAMILY ROOM VAULT. CLG. VAULT. CLG. CARPET CARPET Ile PATIO `` o �v Fo O I `------------------------------------- ---- 00 I 2:1 EISLOPE� 1 I I I . is I 9'-0" T-8" 2'-8" 4'-3" V-10" T-7" I 5'-0" 1- G RN ER VENT S3 TH 3U ROOF 8 wl_ - - - - - - - - - - - J s ca0o I� Ii - - L-------------•j o 00 law---� (4) 2x4 #2 SYP C%j 10 1Y I D.W. I o 0 . _..._.....---......------ STUDS W/ USP G 1 ,I 24 = HTT4@ BASE S3 �� L - - - J 04 u5 OWNER'S I _ I{H --- r r � SUITE PANT Y cv TI E 8'-0" FLAT CLG. I w -- - - -._ CARPET (o T LG. RA G 9 JO JO 9 TYP @ 1 STORY 0 1 5-SH Q A S3 60" X 36" R&S SHOWER --------------- N 0 8'-3j" �;, T-8j" FIBERGLASS , SURROUND W - 4068 B.F. N :� A 2668 -------R&s----- 2668 . BATH M -.. '-0" F - CL.G. . 0 W.I.C. rT 9, Go 8'-0CA " FLAT PET CLG. I BEDROOM 2 1 8'-0" FLAT CLG. AC PAD = CARPET M --------R&S--r--- - 4-SH _I EGRESS 25-SH H.B. (iOO 30'-10" 1L 4'-8" u 1'-4" i 1 1 ��►f■ �IIIIII':IIIIIiI •;�' ■w����s,I�all� O I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. p FIBERGLASS EDGE OF SLAB 2" SURROUND I BEYOND WALL K 2-CAR GARAGE 5' 34" S3 V-0" FLAT CLG. FLAI - T 9) 8- ^. I- _ ILE _- I 1 CARPET 9'4" FLAT CLG. 2668 -A"HALL " M II N / in,_ I.L. m CID CID 0 V 7-1 EGRESS 25-SH O I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I � I � I I I I I D S3 L- - - - I ------ ------R&S ---- - - mmn 406816.F. rME, 9'-8j" 1 EDROO 4 ,n S3 �.. fn 8'-0" FLAT CL w . = O CARPET 1 it 06 wC) 'BEDROOM 8'_0CA " FLAT PET LG. ro HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20X38} 11I S.H. 14 20 X 50 j 18050 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 111 271/4X38 26x371 S.H. 11114 27 J X 501 26 x 50 S.H. 1H5 27}X63 26X621/2 S.H. 11116 27}X72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 j X 50 S.H. 25 37 J X 63 36 j X 621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 j 52 } X 37 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } 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 classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 0 +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SN SHEET OH SEE SN SHEET 140 MPHSONEW NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED-EXT FIRST FLOOR PLAN FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ SCALE: Y4"=1 �-0�� GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED CD ; Z M z® Q a. L�tn� U' C1 '� w •0 w 4A Of (A ZZ) U w M � Q 25, U, � o AN•C•O-D•C B D. N �O N � N z G' i uZ W1117- ic 4 LU 030 o ID � o ��� m LL W aNN o W iI`�••40 G. OAt' . �` ao •. r✓,�'i��� !t4 f F E S , To the best of the Engineer's knowledge, Information and belief, the structured plans and spedI ons contained within these drawings comply with the 2017 Florida Building Code - Resldential 8th Edldon. Englneefa signature and seal la 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 a 0 U Z�Ll Ll 00 a_ p > Cc 0 W 0 LL 0 PS 0 0 Mj a Z Ln LU Q z S i.n m 06 Z :5 t-u _ .--t 0- cn o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4wO SHEET NO. 1.0 a a N E anf MIRROR /7// /7// OWNER'S BATH KITCHEN ISLAND n 4 BATH 2 UJI1 Il II I KITCHEN i Q].LAI c'MLj 4 fV o T T fV OPT. REF. KITCHEN INTERIOR ELEVATIONS C9 Z Z Q a I� Z to (D Q) cn w 0 u' w m N c+� C) AA I N_ CO U) z Ing LU a < O W oG $ z 0LL a z Jul;/ LU wit° F OM J • V � SFr. <f J,p• ��11 �0 1 F Lp °R O F E S S% 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 - RealderrUal Bth Edidon. 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 Y d a 2 U J Q ��R 0 cc a o o _ z J A O� ZLii Lli a z g Ln 00 O 06 Z g tu- = ,r-+ a in S SCALE : AS NOTED DATE: 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 2.0 I 4 C2 N E L C a ROWE SI .Ww'� .% wo WPM -------------- 1"x10" SMOOTH TEXTURED BAND FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" 12 5� 16'-0" RIDGE VENT V-0 RIDGE VENT T.O.P. — — — _ T.O.M. -- — 1—��---------------------------------------------------- HDRHGT. 01 v �N 2r_�r, TEXTURED _ o CEMENTICIOUS Q FINISH ON C.M.U. bo co (TYP.) �p 25 SH 25 SH ---- ------------------------------------------------------------------------------------------------------------ LEFT 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 costs when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier. The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof Intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT, (D V z�® z� z a tf) 0 � N w M M •U — OW �V r~ U me W '® ~ f " y M 04 co U ¢ co v, � d Al BDU) N N rn � 00 Ili ~ N' cI Usa 0 rnm 1A 1 .923 Z LL W � � °❑ :.rrr�1�1�1WPh � ,F OIM N,y •� ` � • •"•CAS •• •• •'•oo r�ro d ?of 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 - ResiderWal ath Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Enginesrs signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com g� zQ a U�ow o U z 9LU � W N g® r G) __J W W O UuJ Qi z� J A 0 06 W C z Z _J *'t di z Z8 m tO 00 Z � 175 _ i rn •--+ 10. to o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.1 t i_ 12 12 5� �5 — — — — _ T.O.M. 1I-0 —------------ HDRHGT. —------------------------------------------ ---- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS : ' FINISH ON C.M.U. oo °D (TYP) t° 5068 SGD 25 SH 25 SH F.FL. 12 5 4'-0" RIDGE VENT 16'-0" RIDGE VENT HEEL ----- — — — — — N 5�T.O.M. — --- ----------------------- 2,-O„ — HDR HGT. — —----------------------------- —--------- ---------------------- TEXTURED r CEMENTICIOUS 00 00 FINISH ON C.M.U. iD (TYP. ) ----------------------------------------1--r— — -- op TEXTURED 21-O" op CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 35 SH F. FL. ---- —----------------------------- —----------------------------------------------------------------------------------- ------ REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al 1 /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 barters shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof Intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. zg a 13 C1 N w C) V — w 125 mN W M M i� ¢ of 01 Z d e D. N B 'D 6C Z W z ti' z° LL, it LL a Z ._ O ILLz c 4• d Wo NG C Q- r'•� Elb �3 F �: O F E S S\Oa\ "r�frrltltnN\'�\� 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 - Residentlal 0th Edition. Engineers signature and seal Is only for the structural engineering portions of tfte drawing pages !tearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com I-0— z < Z F- a U o � U Lu N W $ Z Z C O � � z 0 � Q �r •I 0• Q W �he Z J ,^-t In q W Z Q ff '' g L n m l0 r 00 Z g —u W a �� o ° SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. 3.2 00 2" 2" N VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ L 1'-10" 1" CAP 1" RADIUS 31/2" RADIUS 4 1/2" RADIUS i CAP tO REQUIRED BY [ �^ 3/4" RADIUS 1l- i i �O SPECCOMS IFTY NOT, 1" 2" OPENING VARIES 2" 2" N t` ih DETAIL TO BE 1" 1" t N BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES `IN 11.011 4 EDGE OF M 0 OPENING [ VARIES 1l�ll 4 M (� 2j" 1" VARIES VARIES = rN 11 All 111 1l_01l Ill 1 1/2" RADIUS 4" 4"� 2" t � 2 1/2" RADIUS i i VARIES 111 3" 1" 1" 1" BASE • BASE �� 111 Ill 311 �11 1" 1_8 Il Am • ^N 1111 LS *NOTE: VARIES 8ll 2"2 3„ FOAM TO BE USED ONLY WHEN �q t1E REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N 1'-6" 1" 11411 1" DETAIL TO BE ZD BUILT W/ STUCCO. EDGE OF - OPENING 61l • , [ 4 1-1/2" THICK 1-1/2" THICK 4" 1011 N c 2j" 10" _ N -- _ e [ [ i (� i i i N I_a f� �" ' ll `N 2" 4" 3" 6" 11 fV 2 211 fn W to W [ '"rS I > > 1-1/2" THICK 2j" e :- 2'-4" T' " 5j11 LS 1.5„ 5j" 1,�11 3" t 5j" Q VARIES VARIES N Q 2�i • VARIES VARIES 411 8" t-1 I 11l 311 `V ��1' AV ` 00 �_________ i.� ; N I 0D ��" 6" 4" I— KEYSTONE F11 0 OPTIONAL KEYSTONE F11 OPTIONAL 13-1 io i R6a io 21 4j11 io Rq a T 4" GARAGE DR. OPENING 4" 3" ' WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 1 11 l 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED .4. „ 1.11�11 " T-8" 7„ iv 1 " 4" T-0" 4" 10" 10" iv � 00 � � f0 N 1 a N Ill Ill c — t Fv e (V M M r �Sr'a 1" R7p„ N � 1'-1i ll1 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM `t • POLYCOAT (HARD COAT) Eli I • ACRYLIC SAND FINISH z $ z Z a ZClV�t)(9 Q) cn W *V — O L3-' � Ci WM � M o M � o Al I N N 0, N � � DD 1••[ w LU $ w W CA Z QdExd ZLLW o U OR WWW.FDSENC,.COM 0 Go 0 (V O O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Realdential 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 a UZpU Cw bz� _J 1z' W UJ L Q� Q Y O N VLu = `� RE o L1J Z� Z J ,--I Ln rl IJJ Q W Z -u a pg g Lii CalZ 06 uj SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. F1 V 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be In accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12, Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 FPc DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rwl HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH 1 CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) F< TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL NEMA1 200 AMP METER _T MAIN O 200 amp 150 amp I n POWER CO. FEED1 INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 Copper to lights b outlets Copper to 20 amp dcro 2 copper to WH 3 cropper to Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: Y4'=1'-0" 0 V Z M Z Z Q r1 LION W cn 4--J uu ca o �V — Ow Lh �ru C) U W m� CD M M e �. *11 o tw N N z �i:�z E41 zo f-LL m m Q Nab o W W W W ,FDSENG.COM Go N c 0 1 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za ca � ogO �Z Z c N a Q U � 0 U `� U Vessel$ LJJ _jUj Z J LL Q z g Ln 4: � iln 00 Zrj � _ � .-t a to o SCALE : AS NOTED DATE : 3/16/2018 TECH: M]AM ES VERSION NO. 4mO SHEET NO. 4.0 \Q '. ' I I l l :.'.'.::::. II 11 O I I / l o 11 I I\Q I 11 I 1 11 I ,;; ::.................:: 3'-0' RIDGE VENT ir'r] :............... IDG 5:12 SLOPF� 4'-0' ROOF VETFT ZONE-1 RIDGE w • :12� SLOPE ATTIC SPACE a y I ° � » : 16'-0' RIDGE VENT I CN L N 2276 SQ. FT. ::::: 4'-O'ROOFVET n 5:12 SLOPE :.................................. :..'.'.'.'.'.'.'.: ......::.::::::::.:::::. .................................... I a JP� = N° 5:12 SLOP 3 Q 00 .Q a N c\O M ROOF PLAN SCALE: Y4'=1'-0" ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 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 mason Cl) z® a J a t� z c c v t� LO 00 i CNI �I a 00 001 TYP 2'-6" x 2'-6" x 1'-0" A L W/ (3) #5'S E.W. S3 H.B. + S3 I ) : r INDICATES FILLED CELL w/ 3000 PROVIDE Yz' x 9" N 4 PSI CONC. GROUT FROM FT. TO I BEAM W/ #5 REBAR VERT RECESS FOR FRT. DOOR IT 31/2" SLOPE �q to to STEPS AS (1) I ABOVE SLAB TYP @ALL to TOP OF CONC.I PAVER TO BE 4' I i4 BELOW FIN. FLR. in REQUIRED PER FIELD 0•0„ 1 PLACES SHOWN HOOKED FTG. I I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5-2-- I CONDITIONS ; DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C r TYP PROVIDE 1 Y2" RECESS I I FOR SGD. REFER TO I HVAC CHASE AHU (;;--------- —+—-------1 i�v co o L S3 I MASON'S SLOPE FOR I WIDTH BASED ON LOCATION I: �, I I I ...... I I i t _ ' ' ' ' ' • I (2) #5 REBAR -3 1/2" 32'-8" �.. 4'- —�.. FILLED CESL / in I 37'-5 21-2 5,4„ X-8„ I 7,$„ 2'-1„.. -3 1/2" SLOPE'01 S 4'-0" I G ; ; OPT. D °Q I S3 i . J 17 — — — — 71 L .� a=c. rt4CID QT N ■' � � • KITCHEN ISLAND—r l I CHASE TO • I II I ISLAND 21-6"x2'-61-x1'-0" LOW WALLS I I 100 I � • J • 11 • : 1 J I I. 1 I I' s3 0 W/3-#5E.W. L—D-W�I L_ _ -- —S' G $iNKw/6TS� r- I 1 K i.> I S3 1 I 2'-6" I N �'' S3 1 0 o 23'-11" 2'-10" 4--1a„ � I' (2) #5 REBAR iv S3 ( COP JCi CJ VERTICALS w/ in j I I' S3 FILLED CELL rl ................. . . ....... '.... . , _-TSo .. 0.-011 :1....................... I:. II13'-5" 7'-2„I a G ici ■ �i CJ CJ j CJ :: CJ i ...... ....... I- ...... - . .. LO C? 3-1/2" MIN 2500 PSI CONIC 0'-0" SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ I (3000 PSI CONC. SLAB FOR A S3 7'-2" 5'-2" 6'-0" 6'-0" -10" L 4'-0" L X-1 FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN u.l CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 �--#5 CONTINUOUS . , .: • '• REINF. SEE FND. FOR ' •• ' QUANTITY •• ' #5 X 25" X 25" CORNER '• ' '• ' �•• � _�'' BAR ONE FOR EA. ' - HORIZ. REBAR, TYP. •., .. U.N.O. • •. • •, • • "Alternate: ' The reinf. bars shall be • •. • •. • •• •, '• •, • •• •. • •%• cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Z Z Q a W cn 4•-J w .0 0 O w 129 � U M N LL o � N N l co w W W LL i d to Lis z LYE` o�i r J • CJ ' FESO ,�i�r.�l1 f 1111 I I i 1N`� �\ 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 - Resldential eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 6 g� a tj ;z � 11Z J _O �® z Q Z 0 0 _ LL � uj o O� Q tS Wt�S Z J ri 11J ajLn z $ 4k m O %0 OO Z g W 2 rn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 6.0 x N N n L0 C2 UPLIFT CONNECTION CROSS-REFERENCE 3/16/I6 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8' ANCH.118 10dxl-1/2 HTT4 2715 518" ANCH.120 10dxl-W J HTT5 4350 3740 518" ANCH. / 26 10dx1.112" HTT5 3225 518" ANCH.128 10dxl-112 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 " 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 718" ANCH. Y4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LLJS26 11 /1 70 *' 1 /91 *" 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P HLIS26 1 1550/3335 " 1335/2820 "* 20 -16d x 3 112" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 " 1720/3125 "' 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 - 1 SP2 1 1065 605 12-10d SPT24 1 1030 12-10d 12-1 Od X 1 1/2" ` MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 7, 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE 82 OR 82 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y Cq�R�ER 1 02 CONT (A) INTERSECTIONS. SPLICING x LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-W ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" U M Z Z Q a MAN z ntn C9 ♦"'► w "u Ow U LU �o M '. = r� Q rn �i 6 s D f ` �JJ V N � _ aZ W Ngz too inzoLu z9A LL uU O W U/� 4 W.FD srC6;C T' r Q'- CJ>~0 s- Af10 r- E S S`O�\ \\\ ",'III I111111,% To the best of the Engineer's knowledge, infornation 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 za a z 4z J L m 0 r > Q Z GC n LJ - W O O O = J 0Orr Z Z I� W J L t-1 ll! F ZS co Z Z 7u LU o 06 g o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 7.0 j M 15� FV- Q 00 ad 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-Llntels 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 ratlonal 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 loa Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/lT FORM & GROUT SOLID o • � W ' J O JS BAR CONT. 8F12-1 B/1 T 0 "V" LINTEL DETAIL SCALE " N.T.S. e�Em M8 so TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 7 8F16- B/1T tNOMINA1.#5 QUANTITY OF WIDTH REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-f precasilrntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR AT ALTERNATE POWERS OP MIN. (1) REO'D ° e CLEAR STEEL LINTEL e e e ° .M.U. #5 REBAR AT TOP e • e MIN. (1) REaD Q 1-1/2" CLEAR a e°< e GROUT D n C.M.U. 5 REBAR AT BOTTOM OF o y vi 4 - 0 LINTEL CAVITY V OTTOM O Ci O REINFORCING ¢ C7 u 7.5/8"ACTUAL PROVIDED IN LINTEL p n 7d : O �q+ ,� p p i 5 REBAR AT B( ' NOMINAL WIDTH to it � QA Qo AS INDICATED (VARIES) u3 d- . A LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel piaNdetalls 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 OF T-10" LL OF O 4'-6" LL 4'-6" LL O 6'-6" LL O MIN. 17'-4" LL O 6-10" LL LINTEL PLAN SCALE: Y4'=1'-0" Cry V Z o Z Z Q Vi (D W cn �w �o �U - O"' cn U mCC", N Q L � o � A MD. N_ �O M on r ONO �CM Z l ��z z° Iwo W ui w W _ � -F a V aNrn 0� W 40 U) s it WLL W 5 •.....�� U � -. '"• GJ Q " b YY • OFESS\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 - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za F Q� g a U sZ //y��/�, �� U V rl LJJ 198 o Z.--I J Ln W W � �i Ll) ko Q Z o 06 Z gLn t8 o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO' 4v0 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED T REPLACE A-C. MANY OF THE NEW E 00 O E CE CC E 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 R308A, 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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOPCHORD: 7PSF 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 / A61511I 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 V GROUT FILLED MASONRY: Y4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4. 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32n EXP 1 OR STRUCTURAL " 1 U.N.O. 4.4. 3. USED F INTERIOR APPLICATIONS SUCH A B FLOORING AND ALL PLYWOOD OR INTER 0 0 SU S SUB 00 SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4,7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A rmanent si n which identifies the termite treatment provider and need for re4n=.on and tratment 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. ImgatioNspprinkl r systems includingg all riders nd spray heatls she I not be installed within 1-0" o� the building side wall. 4. FBC-R R318.7- T%provide for inspection for termite infestation, be wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back,II is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - ncrete o erpo and mortar along the foundation perimeter must be removed ore exter�or sot 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 verbrfI chemical barrier mufa be install, dd afte construction is complete, including landscaping and irrigation. Any Sol istu&d 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 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT I THE TRACTOR RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE S CONTRACTORS CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION F FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT 0CEMENTF 0 CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1j/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D Z M Z Q a � w C6 p "U - Ow C)C4 w mo ch M M ■® M C, U 00 Q �d o A e• V I� N c� r 00 Iw z� N u- . W >• V a zz a' p oG Z m '9�g m LLz F CO O� Q _ \0 � $' 0 ' �F Co OQr. ' IF /r jr'r/111111111N���\` To the beet 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 a e LU g L w X -0 Q W O 1CC CC 58 N� u) < Igo Z J T-4 r-1 LLJ Ln z z8 to lD 00 Z 5 t 2 rn T -+ 0- cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4v0 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 01 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 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 MAYBE 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/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wppkj panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL -- STD. 900 HOOK BOND BEAM 11 7 — Cn uJ < a STD. 90° CONT. #5 CONIT. #5 BAR >I HOOK F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 J i SHEATHING PER PLAN CONNECTION %J TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. " 4' max. + i 2 max. Web Stiffener Fastener Schedule + Joist Bearing Location Series Depth End Intermediate ,t j 9-1/2" 2-8d 2-8d BCI 11-7/8" 2-8d 3-8d - 14" 2-8d 5-8� Clinch nails - 9-1/2" . 2-8d 2-8d ._ when BCI 6000s®_11-718" 2-8d_ 3-8d possible BC16500s® 14" 2-8d __- 5-8d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to _ - - - 11-7/8 2-8d 3-8d web -flange connection. _- - ® 14-- 2-8d 5-8d BCI -_ — Block solid between joists for full length of span. Tight fit---- 2) 16" 2-8d 6-8d _ 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " 3-16d 3-16d__ 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® _ 14" 16d 5-16d _ 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite -Hangers with side nailing. .16- THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - --- - - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate K, details in One 10d box —or--20 LO 9 areas=20 of high sinker lateral load. nail each side ono 10'-0" __47 at bearing. iF TANK -LESS W/H CORNER OF HOME GARAGE SIDE 04 b Q 00 �I H C G O 0 O 5'-0" U - STUB -OUT FOR O 1'-0" o qq GAS METER a i:V g • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS " TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ise 3" 11nd1 nails at 6" n c 1�/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. `"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer _ Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or LJ beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1003" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — '= w �': Err A 1 " ROUND HOLE MAY 6,r 6,. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTI LEVER LARGER THAN 1Y" 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 %" 8 V-0" 1'-1" 1'-2" V-2" V-3" 1'-3" V-7" 1'-11" 2'13" 2'-9" 3'-2" 3'-7" _ joist 12 V-0" V-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" _ span (It) 16 V-0" 1!-I" 1'-2" 1'-2" V-7" 2'-0" 3' 2" 3'-10" 4'-9" 5'-7" 6'-4" 7-2" 20 20 V-0" 1'-1 " 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " W-11 " 7'-11 " 8'-11 " 24 V-0" 1'-l" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSON MGT wl(22)10d NAILS TYP. GIRDER TRUSS 7� 1 — r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYR TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL dam Backer block (12" wide min.) Nail with 10-10d nails. - �nstall tight to top flange. I AL SLEEVE THRU STEM ' ' • SEE PLAN FOR ' •• • .. • FOUNDATION INFO ' a d' STEM FOUNDATION GRADE Filler block. \ \� Nail with \, 10-10d nails. Backer block required where top . b mount hanger load exceeds 250 lbs. I .e Install tight to top flange. - 1/4"2" gap — Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height `1 requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE r PLUMBINGLINE ..Q 4 _ a e'd r d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d°' d / da L n a a dtA A d s SEE FND. PLN. SIZE & REINF. C9 �_ Z c�gal z a to 0 Q) k/�o 4--1 W (Z o •O W W '. NR C-) `L Co � ti �ico c e D r r • -�I N O N t0 N U) Wto LC Z y� P UA ' ww s bo Z: ; ' •. co 0FE55\0 To the best of the Engineer's knowledge, Information and belief. the structural plane and specifications contained within dress drawings comply with the 2017 Florida Building Code Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com za U 065 -a w IN mz L L_ Iz a iz S� cc J W M . J tjo.i ui Z J Ln LLJ Q Z Ln *k ao ° Z r 00 Zg g LU T o SCALE : AS NOTED DATE : 3/16/2018 TECH : MJAM ES VERSION NO. 4nO SHEET NO. SN 1 i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / Ili 5/8" OR 1/2" HIGH--�_ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I 1x2 PT WD FURRING @ 24" O.C.-/ j (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. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8"C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1/2" GYPSUM WALLBOARD�� ��QL - 1 #5 VERT. IN FILL V U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH � FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER '� TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE � CONCRETE SLAB W/ 6X6 a NOTE:EXTEND a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^c"FIBERMESH" BELOW GRADE r °r z r 6 MIL VAPOR ► z BARRIER , D lr 1 - p � N T i • III`....—..�..—..�11 (COMPACTED TO 95% MODIFIED PROCTOR 00 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 a r" OPT: DEPRESS SLAB 5Y2" o DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS Y z PAVERS ° E 1 „~ •'.• SEE A/S3 OR J/S6 02 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) ;amI lilt, (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & g @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH ° v. 5/8"OR 1/2" HIGH STRENGTH \ (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH _ SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK -- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) "' ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. T-. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2rr 0 �31/2" MIN. ° ELEV. -0'-31/2" z A.F.F. 2x4 CONT. ° ° w C(3 1'/ � TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 31/2"MIN. 1/2"(min.)- 4" 8"TrI GARAGE DEPTH VARIES ° T L ° ° a irl N_ _—_ -0� _ _ g (2) #5 COT. 4" 1' rR 8" TYPICAL INTERIOR BEARING N. WALL W/OUT UPLIFT KG G GARAGE SLAB AT STEP K�B� TYPICAL BEARING WALL STEP MI SHEARWALL C SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS 'SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS r 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN , D � ° FOR CLARITY 00 _ _ _ I_III-III-III-III-III _� ° III-III-III-III=1I1-III ° i NOTE: o° I—III—III—III=1 I I=1 I I=) I C I g III=11�1=1 I I=1 I I=111= N "FOR BEARING WALL j W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" D S3 11�11�11�11�11.r11_.II_ 11 - -='1I1�11=11=11=11�=11�11E� - ' • 11�11�11�11�11�11�11 _ • IN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WAL1_HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ---INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ WWF OR FIBERMESH Ism— �-11-11=11= II--11,..11�1 • �T GOr �G��yE�'t 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,'S oNN%oS INSULATION PER FBC AND ENERGY co FORM SUBMITTED WITH PERMIT /' \ NOTE: (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. @ K.O. BLOCK (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ SCALE: 3/4"=V-0" � ?II�IIn11�61=1 � -II,`II� Ilcll'-"IhII`-I � 'll'm�l`�.�uf::and `-II=11=11=ll�ll�ll • - 11= 11�11=1,��Ih11 11'= _. IhII=11F II`�11 Il' Il�ll�ll~1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB a CONT. BEAD SEALM -q a INTERIOR -3112 - � T CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE N — — � I=1 I Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 36" MIN. LAP 136" MIN. LAP) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 EE PLAN FRAME -DOWN FALSE BEAM w/ (3) S 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 Oi SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & l CONNECTION INFO (2) #5 CONT. I ON 3" CHAIRS (TYP.) 1-4 d I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE w a w 6x6 P.T. #2 SYP —2X STUDS @ 24" O.C. U.N.O. � SEE DETAIL 16/D1 FOR w ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E - FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH ° BRICK PAVERS or SLAB PER ° :III 1 I I- ITI=iTi=iTi=1 i i=Ti i- 0'-0" FIN. FLR. COMMUNITY SPECS 0 D 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 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 �11�1� I�C�LCI r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0"VARIES S3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 R FIBERMESH S.G.D. (U.N.O.) r WWF O_ I I M SEE A/S3/J/S6 8" FOR REINF. INFO. i I OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. I(�M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c' TO FOUNDATION PAD E !�t CONT. FOOTING STEEL MAT REINFORCING. Q ' GRADE_ — — ° 00J ;III=III ° °� °—III aIII=III—I Z= I —I I El—III=1 I —III —I I w $wp"'V ICI III ° °Q I �11—III=III_,— M_z _ ° — ■ z qn. co 11-1 I I 1=1 11=1 I I=1 I I I -1 I--1 11= = g L III III—III—III—III=1 III — III —III- ' FOOTING L) 11-I I II —I I IEI I I=11I .11-I I I -III=' BEYOND PAD REINFORCEMENT -� I=1 I I=i i lI—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. 13 Z M z z `� z to U' � N a--+ LL, 0 •U — 0 `L V) � _ � U M m o LU 0 U_ c ¢ P u, a 1 D. r N Iw m F- ; 10W tea z N. $5 m 421 �„ C W a, �tt1� ✓< d'l�tQ v TD C • ��.� ro •ad. �- _ Q •J �j 0 • g O O F E S SRO\\\� { +Nr111IIIN�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply wNh the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal Is only for Me structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W (n J a j, �z Uj MR ® N �� Q � Q TF U FS oC o 0 U _ �/ Q (-4 Z7^4 J Ln w z a � 00 �O 00 Z g ~ZS Uj = O ,� n. v) o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4..0 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT IPOINT w/ (3)12d TO MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD 7 5/8" 8° 7 5/8" 8" W/ DRYWALL SCREWS �17 @ 8" O.C. OR 4d ❑ DRYWALL NAILS SOLID AREAS ARE 7 5/8" 8" NEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" WALL J TO DRAIN GL DOOR OPENING DOOR OPENING 2x BLOCKING @ EACH END W/ 10d @ ❑ 4" O.C. FROM EACH HEADER FACE EXTERIOR ❑ TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ ❑ PER PLAN SCALE: N.T.S. III S4 ❑Fol ❑ VARIES 2x BOTTOM PLATE WI (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD SCALE: N.T.S. S4 S4 SCALE: N.T.S. 54 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK WI (1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 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. WI SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 0 N 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. cNo S o^o MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE Iu GARAGE FLOOR SLAB EE TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD .91 FOR DRAINAGE m� N—SEE PLAN FOR FOOTING DIMENSIONS M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ow • . • • � a • • on - a - ' •- • ' • 1 !i�l�- ■,III III�� -,IIII Illl� MEIN II E r!Iltl IIII� III IIIn �1111 III Ii MINI III E illl'� TES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J \4\11 w ROME \EMEME �� FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. 4*07 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Sic A�N00h� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP, DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 'a IARAGE 0OR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT 5 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OiQ U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K�Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 wl (8)'10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24 O.C. MAX) w/ MIN. 4 EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCKdt— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 9"PLIC SE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLtC AT LEAST 4'1 LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. 8"x10" "J" BOLT @ 24" O.C. MAX. MI N. (2) PER RBOTTOM PLATE SECTION 2X P.T. A. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a °o a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S7. AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS L SP4 SP4 / NTELS a SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w c.� 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) 00 • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 00 ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) 00 • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1l4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS e SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING o I I 2X8 P.T. BOTTOM P TE C 5/8"1 "1 BOLT @ 24" O.C. MAX. P (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 NAIL " - o a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL d S @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. (D f z M z z 93 a '� z V) C'D C1 � w � p .V w 0 c � �M U M N W ~ as M :a 'C C-4 V C CD O u_ C°DO n ¢irLO XQ d Al I 8 �• " Will f7 ' yy m Z W G' ° Alpl�z z H �ea���. ui — W OW z O a 0) ZN��� W ;. 0 � WW' WY59E a.. M.ul _ l L 0� � 2 04- �r 1,4111fR O F E S S�O �� 7rf f/1111111111% To the beat of the Engineer's knowledge, information and belief, the structural plans and spedficabons contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for Om structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com za o 111 pjQ¢y� z >o Z C3 O "a W u Cj) J � �RP 96 .. LJJ o Z J tJJ Z If LU k m 00 Z a 90 < 0 c=n o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - TOP CHORD SHEATHING DETAIL @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER O@UTLOOKER OR SHEATHING DETAIL AND NAILING SCHEDULE \ I f 24" O.C. BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX' TOP CORD BLOCKING 45°t 2X4 CONT"L"BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO o EXTEND AT LEAST 90 /o OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE , @ 8 -0 O/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO J • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. ra INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w! @ EDGES AND 12" O.C. FIELD 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. SCJ SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON HGAM10KTA W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J =' SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING � a `O o SHEATHING DETAIL INFORMATION 1 1 ". 1/ 2"x4" CROSS BRACE WOOD TRUSSES 9 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING t12' EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @° 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE I SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) / AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWSELEVATIONS) 4" MAX.O.C. OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS 2x BLOCKING END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 24'T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER 7 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -- BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION K�4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. I EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS EE PLAN FOR `t ,,_CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA, x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ I ` OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ ' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. a@ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 V-0" S5 = ADDITIONAL INFORMATION. N r` MINIMUM 2x 6 CROSS BRACING (SEE PLAN FOR °i LOCATIONS) (2)16d PER JOINT C'4 O 3 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj`�� i N SCALE: N.T.S. S5 12 6.9 MAX. 2"x4" OUTLOOKER @ 24- O.C. W/ (2)10d PER JOINT 1Odx3" O/C @--/ 2"x4-' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS _.. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 7Ci "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 ell � �II J` `Ile., ° Jl• \� ° � . Il e, ° � lk � � .0 e. it e. �° •II.� II•� •' J. e.. I `-CONT. BEARING GABLE END BRACING DETAIL Q. MEAN WALL HEIGHT UP TO 30'4" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - V-0" 6-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 11T SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE —wig . aGnrnV _ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 9c� rr CORNER JACK C7 a Y UQ Cr W z tr 0 _j HIP FRAMING REFERENCE PLAN E S5 0 z w a_ x 2x4 BLOCKING 2x4 "T" BLOCKING �@ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I �I� ■It NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D Z z Al z a c/ I ( 4--J w 0 w ITO " v — U W � M � M = N ¢ o 1 B D. N N W " 6: �Zva" o m #A F WWW.FDSfiNG.Cp&t C°• U•Q .jc..c`..` . :, to To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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 Ei a WO U z E� > iR n C) Z L 2: atl� L Q Q W U _ u 0 3tty1 ^� U_ Q 10, Z J ,-4 Ln Lu z Z8 �j IS25 � m O V7 1 � Z a W rn Ul o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. S5 V N M €1 DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFERr 1/2" DRYWALL UNACCEPTABLE INSTALLTION =IX14411/2"DRYWALL DOOR JAMB (REFERTO I TO SHT. JAMB(RE 1 SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILSM�'_l MAX.8" PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILSATTACHED 1 X 4 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 I 3-1/4" LONG X 3/16" 0 FURRING 3/16"� X 3" LONG FURRING 3/16"0 X 3-1/2" LONGFURRING TAPCONS #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED ITAPCON. INTO TAPCONS STAGGERSTAGGERED @ 16° (TYP,) BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.. O.C. 2-ROWS INTO 2-ROWS INTO '' 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH �� MASONRY THROUGH 3" 1-1 /2 DETAIL DETAIL �D. STD. 90 ` �I 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1 X8 P.T. &2X8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) F�/AEB NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM I 3/16" x 3 -112" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO SHT. SDW2-K1 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL ` D BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 � FURRING — 2X8 P.T. WITH 3/16"0 X 3" t2" NOTC @FIRST COURSE N H A °Q O.C. LONG TAPCONS ' 2" SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 L ` INTO BAND JOIST & (4)1/4 x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5n NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 1610 # FOR 2 STRAPS FILL tst4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX soLlo w�GRouT 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) , 2 x 8 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 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR ' SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER wsrRucTloNs. BACKSIDE TO FIT ARCH NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN •.�, • �' A CONNECT W/ 8d NAILS BRACE/ BLKG. . JM\\(4)10d N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER 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 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH , IF TRUSSES USED) W/ (3) #6 X 4/: WOOD „ �� DOUBLE 2X4 SCAB FOR 2 -6 TO 4-O O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ r 0TO TRUSS TO TRUSS TOP CHORD FRygH .J MIN. 4" EMBEDMENT AT 16" O.C. + CF H 1 r_Orr 51_011 SCALE: N.T.S. SS 12 + + OTN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 0Cf INISH FLO 2 x 8 BUCK -CONNECT TO BLOCK SECTION + BLOCKING AS + • �. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >. •' EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT '. • �: M /4 MAX 2'-0" 8° TRUSS + SOFFIT •, #5 BAR e: ' �'• > p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + • p 1'0 • ` • • CENTERED W/ BLKG 1 X 4 FURRING . &BUCK H2.5A w/ ( 10) 2X6 TO 2X4 8d NAILS ' EACH TRUSS �, IN TOP • ° ► • ' .a ' KNOCKOUT / N _ . • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (Z) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ��� — - I- , 01 ' MONO FOOTING i- "i �.: • SIZE AND REINF. PER PLAN VERT, BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" TRUSS PROVIDED BY SEE LINTEL SCHED. T' AND SECTION DETAILSJACK LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4CLEAN:. IN 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT • FILL 4 BE INSTALLED BUILT UP PLWD. BUCK - " ' SEE V°` PRECAST LINTEL • ° STANDARD ` SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION _ ; 90' HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ ( 2) #6 X 4'/i' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") 1 , . & v _� � J INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ✓ ' '� � J f THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C.Sk '" �" •� PER INSTALLATION DETAILSSTEMWALL B-B ARCH DETAIL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2 ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a Z O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F EPDXY MIN, 6" EMBEDMENT & ` , to FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE ►L w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE — °. o c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e' e w ii A REINFORCING AS FOLLOWS: ¢ 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ge e r a. ? g * PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO * ^j 6" MIN. LAP SPLICE W/ o' ° EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ¢ ` cn �' FILLED CELL SMOOTH. DO NO FURROW, ,...:..:..:... o ° N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE t+. p t, . SET BAR IN EPDXY 6 MIN. LAP : ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g 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 > . (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4�� =1-0�� „_ - SCALE: 3/4 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Ur Z M z z J a E3 N U � W *� o U LL, 0 C � U Uj = O N U "00 d Al D• " _ N N ZMIA! all W � a iw W �' 0. Z p¢ 0 a LU IDS LfaQW014•..f• � 4 fL� �J �j� U FLO F E S S\O� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z4 a U z t 0 .a U _ �"/ U) Q P 196 o .. L J td w p� Z ^ Rvv LU WIn x Z z ' a �8 co00 �p Z :5 t _ SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SS SEE ROOF PLANF--.-.: SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 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 CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL 6 SCALE:NTS SCALE: NTS SCALE:NTS 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 TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 IL MAY BE NAIL NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—i COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. —� N r— a I 00 -----Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES WI ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS SEE PLAN SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD �— ROOF SHEATHING ATTACHED PER NAILING SCHEDULE l COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE VARIES SEE PLAN FOR WALL LOCATION d II MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7116" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLAN E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X4 STUDS w/ SIMP: SP1 w/ (10) 10d NAIL AT BASE SEE J/S6 F MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. CORNER nL�SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ - (22) 10d NAILS OR SIMPSON MTS12 w/ xx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @FLOOR CONNECTIONK'022� SCALE:NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM N f lii9l�144 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. • MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL � 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT H I P GABLE rj_2-\� SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS J • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING ur v LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE:NTS 3E, DETAILS &SECTIONS U' L z� z�® z a CV v, �--+ ry •V — 0 w V) rQ U m� ® ~ M O�N A I /T1 N O yy Of � U)l♦-�^ Q a w ioW zW pGO th Z N a �Q A W O/ V V O M110 ❑ ❑ '• = � ' C.) S Q.. iR O F E sS\O� //'r/rll)IIN11\\ To fhe best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. 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 19 z�o zzW� 0 Lu god 12 U) o�� � ® W Z O z C a U LU p N 'a U `/ Cd U) Lu 99 �--� o Q Z^� 101 W J ,--� Ln ri LJ.I z w z Ln � m lC 00 Z g � = g8 5 rn ,--1 a (n o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "'' WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WEATHER w [� RESISITIVE ty BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"A" BEAD OF CONSTR. s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. _ UP JAMB 6". USE LIQUID NAIL BRAND nweweleovn"cowl z OR EQUAL WEATHER PROOF CAULKING fl Q WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) -- �j HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing Installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE 8 2 SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 101 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD on Id 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 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 100 SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 Water Resistant Barrier SELF -ADHERED FLASHING Lath I L>< PATCH Sheathing Stucco ° ° a ° g DOUBLE ® °� ° ° JOIST ° a Q SINGLE WOOD BEAM 1 ° Foundation Wall JOIST BELOW - SELF -ADHERED FLASHING y ° L0 c3 SELF -ADHERED FLASHING 1 a ° ° a 2 ° e ° i 3" MIN " SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q Q 5 SELF -ADHERED FLASHING ■ I SELF -ADHERED FLASHING M FOUNDATION WEEP SCREEDDECK JOIST OUTSIDE CORNER I 91 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 Gafv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs, Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED 0on a 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 Z M Z a V, 0 C �...+ W � o "O W C �� U W W® mo M U. U r~ ¢ rn u DDT NN CT c W-1 .0 N_ N z° JIM IHLLr_. w W LLZ Q� W WWW.FDSENG.com E ID 00 N O O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residendal Sth 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 ES � Z g a 0 O PZ 11, 2 L LL Z LL- 00 CC U ~/ O_ rr F- U 6 0 I ui J rl LU Q Z , g Ln 00 Z u- LU T O o SCALE : AS NOTED DATE : 3/16/2018 TECH: M]AM ES VERSION NO. 4n0 SHEET NO. W P N Cn U N O N C CIO "a a- .� U .� C N V cu to • C O O W March 20, 2018 O � O LL. C _ CU 0 Ca ``-lized on the C) >Cu Re: Wood Construction Connector Compliance for 2015 International Codes a 2017 Florida Codes �± To Whom It May Concern: s (C ��/�/•�� d Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that •- C J joist hangers *hail be tested per ASTM D7147 Testing and Estabiishing Loads of Joist Hsogers. Previous versions of the ISC and FBC required testing to comply with ASTM D1781 Teat Method tar Mechanical Fasteners in Wood. Both methods determine a connector's allowable loved as the lowest of the following: 1. Lowest ultlmwtte of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (IMES) revised AC13 Acceptance Q*W/a for Joist Hangers and Similar Devicas in October 2018 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports star completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products vAll take time. %%He manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 1-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 61301 18 when it will be re-evaluated by Simpson Strong -Tie. Phase visit wwrw.stronotie.cam for additional pertinent Information. IT you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullom, P.E., LEED AP dydBWY Engineer, Southeast U.S. Branch page I of 1 BYnpson Strong-Tlo Comparry Inc. 2221 CountryLsns MdOmoy, TX 750a0 Phonr. a72.542.0320 Fax a72.342.413a r�n V I O L O _ L U O V+ W O L� W L � � a N z J z a .J a SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 4,. FL10448.2 ESR•2808 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10B50,4 ESR-2649 H0218 FL17232.3 ESR-3445 MU218 FL10858.5 ESR-2fi49 HD21b3 FL17232.3 ESR•3445 HU2143 FL1085g.1 ESR-2549 HD28 FL77232.2 ESR-3445 HU2g FL1085g.3 ESR•2549 HD28-2 FL17232.3 ESR-3445 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 const�ctlon project rot vvrlkJt you are applying Florida bbWldlrg permit We recommend y u contact your localproductsupplier not know the product approval mbar rot ally oftheapplicable fisted products. Category/8uhcalepory Manufacturer Product Description Approval Numberyr) Teri Pressures 1. EXTERIOR DOORS A. SWINGING ThemnaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481,1 +87.a-07.0 psi TTlermaTru Fittest -Classic and Smooth. -Star (NON -IMPACT) FL20481.8 +87.a-07.0 pat ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.9 *87.a-07.0 pat T'hermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.a-07.0 pat ThermaTru CtsaiFCrrit end Benchmark FL15225.1 +87.a-07.0 pat TMrtnaTru Smooth -Stir and Benchmark FL15225.5 +87.a-07.0 pat TMmtaTN FlberClesalc, SmootMtr, ClaasicCralt, Rustic FL7840.1 +87.0/-07.0 pat B. SLIDING MI Wlrxiwva and Doom Series 420 FL15332.1 - FL15332.5 +40.a-40.0 pat PGT Series 3570 FL231.10 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 (BX7) FL15279.37 +30.a-32.0 pat Clopay Building Products Residential WlntlCode Doors W5 (18X7) FL16279.53 +30.0l-30.0 psf Ciopay Building Products Residential WindCode Doors Wg (t3X7) FL15279.86 +38.a-42.0 pat Cbpay Building Products Residential WlndGode Doors W8 (18X7) FL15279.102 +37.a•41.0 pat D. METAL LOUVERED DRS Curries Division of AAOG, Inc 807,707,727,747,*ntl 847 Single 6 Pairs of Doors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sense 185 FL17488.2 +50.a-55.0 psi PGT Series 5b00 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 1B8 FL1S351.1 +40.0/-60.0 pat C. FIXED MI Windows and Doors Serlsa 185 FL15349.1 +40.a-40.0 pat PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Sense Sb00 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplenk Lap Siding and HardiePtnk Lap Skiing FL13192.1 - FL13192.2 N/A B. SOFFITS Alsida Solid and Vented Soffit FL15272.1 - FL15272.2 +70.a-70.0 pat C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.g N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL189t8.1 - FL78918.4 N/A Florida Metal Product. Inc VeM RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahuu Vent FL17202.1 N/A E. ROOFING TILES Borol 711e V10a 900 FL7849.27 - FL7849.28 NIA Boral Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032"Aluminum GulR.ok 1g" wide roof pants FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL16078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL1786B.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1989.1 - FL1999.4 N/A MRak Industries, Inc. Trues Plates Ft2197.1- FL2197.5 N/A C. ENGINEERED LUMBER Vlleyarhaeuser Rim Board, LVL, PSL, LSL FL8527.t - F1.8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Controls Untls FL168.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Llntla FL1774 N/A The products listed below did not demonstrate product approval ri plan review. I understand that ri the time of Inspection of these products, the fdlawinp Information must be available ro the inspector on the )obslt; 1) cagy of the product approval, 2) the performance cherectsristics which trrs product was tested and certlged ro comply with, 3) copy of the applicable manufacturers installation regWrorrant. Further, I understand these product may have ro be removed It approval cannot be demonstrated during inspection. 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Gulf Snap 1&qud; Gulf 8wp 24 Ge. 17&prct; Wde Rod Panel 04/122024 Yea Yea NIA +N/A-131.OPS over 15/324,quot: Plywood 4 1&qM; 24p, V$-Lw 1&qud; VraLW 24ga /6.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A •N/A/ war 15A26Wrd; Pywod -IX5PSF 5 1 equal; VrsaLoc 0326grd; Aluminum 1&qud; VaaLoc min.032&quo, Aummum over 04/122024 Yea Yes N/A +N/N 15MUciud; Plywood -101.OPSF e 1.5&qud; 24gs, Our Snap I.5&qud; Oulf Snap 24p. Mqua; Wide Rod 04/122024 Yes Yea N/A +N/N Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&qud; 24ge. Vw.L. 1.56qud; Verselac min 24gs. 186wd; wale Roof 04/12=24 Yea Yea N/A +N/N Panel over 15A2&qud: Plywood -123,5PSF 6 2&qud: 2499. MegaLoc Mn 24 Ga. 26qud: MegaLw 1B8qud; wide Roof 04/122024 No Yes N/A +N/N Panel over 1522&qud: Plywood -108.6PSF 9 24 Go. Gulf lark inn 24 Ga. Gulf Lok I Uquot; Woe over 15/32&qud; 04/122024 No Yes N/A +N/AF96.71R8F Plywood 10 24 Gar. OUR Sevin Mn 24 Ga. Guar Seem 18&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AF93.SPSF over 10 Wood Pumns over 15/329qud; Plywood 11 24 Gar Gulf Seem Mn 24 Ga. Gulf Seem, 1 3/4"cl; Snap Lock, 04/122024 No Yea NIA +NIN IgWot; Wide Roof Panel ova 15/32&qud; Plywood -108.5PSF 12 26 Gar 5V Crimp Mn 26 Gs. 5V Crimp Rod Panel over 15/326qud; 04/122024 Yes Yes N/A +N/A/ Plywood -1565PSF 13 26 Ga. 5V Crimp inn 26 Ga. 5V Cnmp over 15/32&qud; Plywood 04/122024 No Yes N/A •N/AA 131.PSF 14 26 Ga. 5V Crimp Mn 26 Ge. 5V Crimp Rod Panel veer 1.4 Wood 04/122024 No Yes N/A +N/N Pura& over 15/326qud: Plywood -156.5PSF 15 26 Go. Gulf Lok Mn 20 Ga. Gulf Lok 166qud; vela Rod Panel over 04/122024 Yes Yes N/A +N/N 15132&qud; Plywood -16,.OP8F 16 28 Ga. Gulf Lok Mn 26 Go. Gulf Lok 1 all Md. Rod Pend over 04/122024 No Yes N/A •N/AM83.5P8F 15412&qud; Plywoa 17 26 Gar. GWP6R inn 26 Ga. Gulf PER Rod Peel over 15/32&qud: 04/122024 No Yes N/A +N/N Plywood -154.7PSF Florida Departmarlt of Buakon & Rdn@lonal Regulation rare l a, Building Codas ad Standards halos Pro" Approval Appllaatlon Dean ealrillt bar mod Nwodmmm glw i aar�e r� m� ela�drr slaw&& Among son ft ft 2017 Mrsk ledveWts, bra Dale Wd 1CC EvMMten service. LLC IOC e4sesMan tovb, 1OM92017 IOM WA917 102=17 Aapraved ceesarr•abrwurdComp"w (314)UI.74e0 LLD. trroaeadw Trove Peed M.noa+aom (M Mew Q=:: Maw! erakrlen napmt km a Prarw vbeetan reldry BAnc�tbeo.r gaegtam aMmMwA kLMm AmmotA LM a am own ftA be6ommmikokLOLDAM Cmraeamddo aelmeam llwam alma OksiaL Ace asuwl bilge 4 mm 209L buesaaaewr pee MN1a23 Ya Yes WA WA ANMLadkm Florida Departlnar a Bluiwn & Prohplorrl Roatid t Pelletal Building Coda and Standards /asb/s Product Approval Application Detail BANUM adLoaft go Min M■dm onwkdm goal emgL.lrka.. 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Gu[fRlb over 7/166qud; 0.8.8. 04/122024 No Yes N/A +N/A/ AIs0PSF Code %0"on: 2017 FL a: 11661 Application Type: ALL Product Manufacturer: ALL Category: ALL subcategory: ALL Application status: ALL compliance Melhod: ALL Quality A.-. BblfY Contract Blpbsd: ALL Product 110049, Numbsr or Nos: ALL Product Description: ALL Approved for ua In NVNZ: ALL use, for uauWde INNZ: ALL impact ResleMl: ALL Design Prear+s: ALL Dale Prom: ALL Date To: ALL N N C .� O U "a O 0- rA � 4-- 0 2 N _O O U- O 2 O L t F- -0 . � 60 (n a Q u I 6; PrAA pr'Ao V C: 0 W V U) 0 C/) ICU aaw O V L °A- ,,W^^ V, V `MU W cal C Q Z Z Q J SHEET NO. PA 13, • a f