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HomeMy WebLinkAbout3555 Dawson Chase DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. ALL SHALL CS COVER SHEET Nq ass PL CO �L . R10A SUIL y A/^ V ILI 1 FLOOR PLAN 2 INTERIOR ELEVATIONS �r, ®R®i'flIANC,Cs OF Zi4YRHILLS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS $� 4 ELECTRICAL PLAN Y crfy A� Nov 5 ROOF PLAN � � z Ole 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room S3M MONO DETAILS S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR or Fir. Floor RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FLR SYS or Fir Sys Floor System RAD or Rad. Radius S5 DETAILS AFF orA.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle D1 SECTIONS & DETAILS ALT orALT. Alternate FIRDR French Door REF or Ref. Refrigerator Be Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF Bfold Door FT or Ft. Foot/ Feet READ or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room — BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW, Below GC or G.C. General Contractor RO or R.O. Rough Opening 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 BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or Control Joint HS Horizontal SL or S.L. Side Lights ❑ ❑ CLG or Clg. Ceiling r HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir F171 p GemuOF or Concrete Masonry Unit Coffered or Tray Ceiling ILO In Lieu Of INSUL Insul. Insulation SPECS or SPECS. ST or Sq. Specifications Square❑ ❑ F ❑❑COFF ❑ ❑ ❑ E]EILI ol. COL or Col. Column INT or Int. Interior nt STO Storage COMP or Comm. COMP or Comp. Community Compressor KS or K.S.KNVaIf Knee Sp KS or K.. Knee Space SW o S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine DEIEIDEDF71M CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken =3' F7 ❑ FD7❑ FD❑ 171[71 D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MIN or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting it DMF Decorative Masonry Finish MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise c DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tubishower) = DTL Detail MONO or Mono Monolithic VB Vanity Base oDV or D.V. Dryer Vent NTS orN.T.S. Not to Scale VERT orVert. Vertical " DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor i EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot WH or W. H. Water Heater FBC Florida Building Code PLT HT or Pit. Ht. Plate Height We or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Pmof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener 5 FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) v N 0 REVISIONS 0 J M 08-20-15 1.00 NEW BASE PLAN CD I 12-8-15 2.00 FRAME -WALK REVISIONS 12-27-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL o FOR SINGLE STORY HOMES Q MEAN ROOF 30 FT. HIGH TYPICAL 0O FOR 2 STORY HOMES c THIS DRAWING AND DESIGN IS VALID 2 FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. o SEE FBCR (CURRENT VERSION) FOR �Qv`/tl COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors U It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed i Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not w responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to N o construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1551 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Q� Payments will be made in accordance to the terms of the agreement. CD Z M — o Z z a V)(D w •V � w O C!'_ ( �� -I Ln o izU o 0 m W I —E — S N M - cM 1�M _ Q p N LL00 U o ¢rn o 0 o rnCAN ®® NCBDC NV 1,1 F T' 10 N N V LU g 9 M Zo '� Z I-- 2N�Z z W y� wi LU > E o a� a cn rn Z 0 mp?�¢ Ord O ELLM ��' {Z E° �' O(0 d � •" V �i � P Q aid' lfti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 u Za ZF W¢r� --oo E a W Q� jZZ LU QW LL N LU 0LU Z Z >o _ C Z InC 0 > ZW oU u U = . °00 ¢Ug .4 J � FO Wo00a W�-u ¢ ¢¢W'R o 0 0 Z Z (`''. o=ALL a 2 w J Ln r1 Lu � Q Q Z FY° g0 <z M M Z t Z NZ 0 06 Z g w JM Q W � r_4 V o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 3 ■ 0 SHEET NO. S 0R h Q E S 31'-2" co HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 42 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 H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20X38j 184X37iq S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20 X 63 18 X 62 S.H. 16 20X72 18 X71 S.H. 11­12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 11-14 274X50i 26x50 S.H. 1 H5 274 X 63 26 X 62 1/2 S.H. 11­16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 36 1 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 1 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or 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" (-A+29.7 / -30.8 B +29.7 / -39.2 +28.3 / -30.8 © +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GG SEE SIN SHEET �H SEE SN SHEET j 4ip MPHAimlmi NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE F +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL r BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) (D t2 z_M 0 zCD z Q J Cl- U) z V) 0 w •U - Ow TO o C) 22 o� m N r- 8 a B? O _o 0 C LL Coo c) o 0'=o Q Co 0: M Q d B D® N C 6 D-C N N o C, ZM z U) �. �_o' Gcl CkLV UU CLz2 4- �- x E CP LL au %t s -" JN o "7' / r d �. • F E Ss0 ffillli3t 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 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za f� w Q X V� z_OV O WzX TpSz z J < 0 Co Co Ovwr'-N J 0] LU z j� Cr z z z �� O N 1..1. LL 37 z 0 `�' W U �u 00z µ�L.1~O F Y P i r o J �; � � OU w' w5"cma N 1--'� zaz� wg�a Q o� Z Z *"� w�� a a w _I Ln ri Ll.! ;w= 0 v gls� dM' Q Z z f < 0 Rz Z 1z a0 m O 06 4 W � <z 4 Q �--4 a SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. 1.0 8'-0" 3'-0„ 8 5z 2 $4 MIRROR I MIRROR 1 / / I 0 0 ao 00 0 0 0 n r n I --Vol I I I Q 0 0 ch O rs BATH 2 OWNER'S BATHROOM c d r� d O s'-o° 01 T 8' 00 i s z o co `m io io m N CD,O J CV co 0 0 ,vim ---- ---- DW o co 0 M OPT. REF. OD N KITCHEN ISLAND KITCHEN KITCHEN a E O c ID i t� -o V` U U N N N 0 CL W INTERIOR ELEVATIONS. SCALE: 1 /2"=1'-0" ,Z] _ 4 i_ 1 «/ r 1 Z M — o z�z t� z � w f�5 0 OW U o0 [YI N W ~ p — U N M C (O co �% ;U M _ g O o � Ig � 3 O ¢ m co 0- O � Qv' M Q O A 1 B D0 N 4C I/ � N F. - 2�dz Z W CP N O ao r* [O I 00 J 2'-0" a3 0 s 00 ao m 12T� I I 5 12 t �� HEEL T.O.M. ------ HDR HGT. F. FL. 4 I 1 1" x 7" SMOOTH TEXTURED SILL / BAND 12 5� 4' RIDGE VENT 12 �5 12 7�5 19' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS V x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) i -----------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------T.O.M. HDR HGT. ---------- F.FL. SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. V; �f ... I. 0 Z m _ o z� Q r1 C: V1 0 w •U — OW a U o0 m W F— 6) M tm Cl) _ O o 0 .r-a: oo Q m 0 VC'� M Q o BID. -Jl [`7 N � c0 00 U Z W �M'Z � z II• J C .aLL^ o � 4 N o CHUJO-H9 t/1 ' o 5 M Ern LL W Q � � mat V1�Il�'.FD G..0 �� V �C0 ✓ CD-� 0 �7/l�OFESS�®e �\ fINIIIIIIllll To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Lu za fa Zr per, W7d °d (r z ��oo O ❑❑�� �OWW Y J OD o o t2o LLJ L ,J W ZO � z > Ice 0 z J� U Q 9 C! Cc) ��0 I- 0 J o ag6 N rr zILL z Lu z 1� Eo�P Z t,l„ I Q W t 5 a z 0 f1l 11J g M � Q Q Z o << z Z t <z R� m Un 00 Z _ ri a Cn ij SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AMES VERSION NO. 10 O SHEET NO. 3.1 CD v r.0 C14 O N M t 00 CD x M O O J co W N C. q s 00 O co 12 5F::� T.O.M. HDR HGT. F.FL. --I--- ------ 19' RIDGE VENT T.O.M. 4' RIDGE VENT OVERHANG TO BE CENTERED ON DOOR 12 5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1-0 TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL. ------------------------------------------------------ REAR ELEVATION - Al 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/ portend cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventitated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `"CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. C9 z� 0 �o Z N z� a U, z U0 (9 (V W C6 •V — OL" (.n 0:� m N W E: — U N M Q) M N W M _ �i Ooo U.o U C o Q rn Q o U.) M Q d B D.N -c :Jt N N O C'ONO Z W 20? Z U)YI a C, rr.7 W C' o zz a � 3 Cnin o Z 2 ¢ O C N O pa Z N� � Q LL ul s C, •�E �Co.. NZZ •; Q 0. V ;• ��� s � F�� lZfR O F E S S``O flt4�i1 e\ To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Flodde Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 06 �o C/) z W¢�� O!r 80 z F— U Z Lu cy¢� Oo Lu T yf g J a d 0 W 0 "��io _I oV) L W �j/ I z Z p U = Q < DWI` 9� >9 P Y Pa I— a L0 SOJ O a ' /) u ) may-• LL 0 N Z<Z� wE2a' ¢aL'U� 0 � Z 20'° z J •�-+ LO di a Z � a Z ri L1..1 Q z a LU � Ce z ry) z U �zo �o 0 OU Z � 2 �� `Lu 0 t1 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 U1 UA 2 1 2„ 2" *NOTE: VARIES 1'-10" 12' CAP = T CAP c� —IN iv FOAM TO BE USED _ 1" RADIUS ih _ ONLY WHEN REQUIRED BY TIN 1/2" RADIUS 3 1/2" RADIUS `la CV 00 COMMUNITY SPECS. IF NOT, DETAIL TO BE1" 2" OPENINGVARIES 2" 2" ~ i�l 3/4" RADIUS 4 1'-54" 7z'�, N BUILT W/ STUCCO. 1I2" RADIUS 1" 1" EDGE OF • IN 1,-0,1 1" OPENING T VARIES VA" 0 � - T 1 2 -„ 2 12" VARIES " N VARIES 1 1/2" RADIUS T 4 411 4 4" 42' �—� �-- oily > 2 1/2" RADIUS - in +- cMly _ � ply T - ��Iv ^pp mly � VARIES 12 r N m 32' 11" 2" 1" 1" 1" - CID iv TIN 2" 2" 1 BASE • BASEro iiy 1,1 1„ }31. 3„ 3,1 4 4 11-81, 4 '117 1'-0" 41- 1 1 N 12" *NOTE: VARIES 8" 2„ 3 FOAM TO BE USED ONLY WHEN T V/ r9 REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" _ d'N 1'-6" 1" 1'-4" 11, T DETAIL TO BE 2" 2" BUILT W/ STUCCO. 2a EDGE NOF G OPENING ( • , 0 , 1-1/2" THICK 1-1/2" THICK 4" 101, 2,11, 4 10" 6" N °ly c (51 81 Iw �M 3„ , 4 2 N 2" 4„ 31, 6" 2" 2„ N rn rn 0 M > 1-1/2" THICK 32' c -v v 21" 4 �N = N S T 2,-4„ 52� 1, 5„ 2„ 00 IN 1,�„ 3„ ��� N _ co t,1 54 4' 1" 12 o „I VARIES VARIES N w 22, • VARIES VARIES = v 411 3 2, M o�'� o J _ r--------- _R I I 50 41 0%y 6" 4" KEYSTONE F11 b �— OPTIONAL 0) KEYSTONE F11 00 OPTIONAL m '4co2 44 4'y44-1" 4 L3- 00 2„ °iN 1, 4" GARAGE DR. OPENING 4" 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. = v VARIES man • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH x , • • FOAM/ EPS MATERIAL IS ACCEPTED a NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-62' 14 12' 2-1 1'-4" «> 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED a" 1'-12" 54" T-8" 7„ - N 0 E 1" 4" T-0" 4" 101, 1,_4„ 1 p1, 0 c E _ - 00'ct ti' CD N 1 Di v = 01 N Cfl 111 o El cli C NcJ ~ o j C?9IT M M T • 0012,1 1' 70„ - N N� �� GENERAL NOTES: o T • 1.5 LBS DENSITY STYROFOAM w T) • ACRYLIC SAND FINISH 1. Z M 0 Z Q 0_ I� Z to QD Q •O W H ZD (6 U o 0 CO W _ 4)M d) M Co N =9? ` c Ooo i 'gyp j UPS00 -00 C Q rn i0 ti R v 1n rn Q o A 1 B D® N C 9 D C N N O � Q1 � U)N 11 006- Z �M�Z z J � C ui Uj V Z p �4 C. c? LL Z ViMM1- a A W N¢co o� U o WWW.FDSENG.COM ❑ ❑ 00 0 CV O O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 50 wo z¢ �f f F u ¢ °d �z80 z�iu�� F Q J I =owz �0g� Q 0.2� Uu'�N W oLa /rL W C) z z ¢ U Q� � C N � o O W F\—/ O�z �o a p ' f � 6 W EL 00 4 zgZa N Qld Z LLa�0'� UJ ra W z L1J CC L Z d -, E 8la—�c� _ ~ O a�S dm' Z o m Z U = J Z aZ � a U7 0 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. F1 Wffk 00 u7 it N 0 J 00 2 E 0 .% .00 0 kd ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets 1 20000 AMP #12 copper to 20 amp ckts A #10-2 copper to WH #10-3 copper to Dryer MAIN "`L. O210 or 4/0 SER Alu 200 amp 150 amp ==r Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH R4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT }� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Or EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60"A.F.F. THERMOSTAT ]M ELECTRIC METER WWI_ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J '7 OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=V-Orr i 1.. a 0 V Z o Z `fl Z Q t1 Z ^V)^ , �W N w _moo �V — O w ~ �� = o co RS U Co W — N co co _ C N o �o 00 CnQo �, gd rn Q d B DO N-C 10 N �O 10 v. O CM Z U) W -5 .5 z � � v5 rj�-o W a oi Lu �. zz Z O _ 4Q= a O v N O W LLW N¢ M C a o v V O WWW.FDSENG.COM cw 0 N N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z ujw I� Z J w ¢ � Of oW¢8o �.. z � �oWZ J0 _j � �0 'Q c) Sm�o on L Z O z W J ^^ 1..1.. W .� -� ✓r U O� �Oo J .." o � 1'�"I � J V.- � 6 Ho .�'..Lr) z �m V ae - l i ¢¢gam W Z a�Qg5, $o Z Z r` o < 2 Z UJI L0 tJJ a "o T—i LL w gFl- M Q Z g�<Z Ion �Q z W J9 W � a_ Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 m v N 8 CV .•. b W Q CD S M 0 0 J Ail Q 00 N E O W g ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 V o z° In W41 z� a E3 t/) 0 cn w Q 'U — Ow c �� o 22 U r- m N L lJ 1 - _C N M C N M N U ) O L1 o o QM fz- LO2Lv o Q o B D. N.0 B DC N �O !� O M ; ONO U) Z W c7 NpapZ r� II• Ip N LJL I� Gli UJ _ ig a im f 8 F�V¢,4?Zco fio LL■.J4,iNQ M. !s J =:.W W W.FDSENCr.�Oivf 1 � fr i Q. r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z L Lu Q Z Q Q U400 g Lu 0oZ ZZ Em Ix ALL�.-- N Q 0 N Z O U > Z Z a LL c c GO 0 ii LJ� I� w ,I LL t- Y r �1 -..� �. •+do,�D. /0 8� 0 Q a. `{1 rZ 1 7 Z Lu W Q QWC¢QX �a z Z T-J OF LLO o 2 ti J r-i (.0 Q Ll.l 37 G Q z a Z ~ U Qo M (`� 1,00 z t o m ao z `5 LIJ = 9 ° V —I I CL U o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 5.0 00 C c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w U:) a 461 8'-0" 2'-" 6-0" 6'-0" 6-0" 5'-28° 7-18" CONTROL JOINT DETAIL 2'-6" x 2'-6" x V-0" 31 SCALE: 3/4" = 1'-0" TYP @ 1 STORY A W/ (3) #5'S E.W. S3 U.N.O. H.B.- ------------�-- —------- T- --- ------I— — ---1 ■ N N LO 2313, 4 , I OPT. D I QPT. VJ1 TYP @1STORY 31/2" SLR I ill U.N.O.10 10 r' ,- C1J II I I I I �i : a, LI C-�- ( - o o� - - - - - FD - INDICo ■: I CONCATES FILLED GROUTFROM FT. TO BOEAM I 1 ' • �CHASETO - ISLAND 1 BUILDER TO PROVIDE J M^, W/ O 1 #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN j j KITCHEN ISLAND I I WALLS K S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC • I HOOKED FTG. DOWELS 5" EMBED _ _LOW rC - 1 - W/ 2511 1 EXT. ABOVE SLAB' GRADE 40 I 41 I STEEL" 25'-6" I I I I 20'-6' 7-011 -0" 10 STEPS AS II r = �a I I r t` REQUIRED I II I I I I II L JIII I' T-5" T-1" PER FIELD -_ 3 1 1 I I I II (- �Illz : I 1 � 21 x 21 x 1'-0" CONDITIONS �� : 1 PROVIDE 1 /' RECESS - I II I! - ■ • FOR SGD. REFER TO I 20 I I I ILL _JJI"' MASON'S SLOPE FOR �" I I I - - - -h I :: �w.H.\} K CC S3 I CC S3 1 W! (3) #5'S E.W. *' S3 o WIDTH I III D.W. III I 1 ■ 1 L ( CJ I III I►I \ ■ - o � S3 I16-111 - - - - - - - - 31/2" — — — SLOPE. _ 1 /2 I 2'-6"x2-6"x1'-0" ' o0 I 71 4'-$11 3-1/2" MIN 3000 PSI CONC. SLAB FOR W/ (3) #5'S E.W. PROVIDE Y2" x 9" 1 N L N S3 HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR d ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CO1i PAVER TO BE 4" 1 MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'-4" G I I CP S3 . ■ �. - r� 1 0. 1 17'-57" .. � .... 36'-6$' 90. IF TYP @ 1 2-6-1-0"I I STORY U.N.O. ` 1 W/ (3) #5'S E.W. ' CJ - g.AHLU 'CJ L? CJ — CJ 10'-10811 _ .. . ..... o ' HVAC CHASE I BASED ON :.'.' . '. '. '. '.: ]✓;; ='� - - ( �� j in LOCATION I' r II C I I} iV C/ 0'-0" I ■ 171 2•_g•� '2'_g'• 2'-11$'ll I _ J I I I t_ a, ro /� r `---------- �....... -- —�—a-- --._ ------+--�---fit---J _ -/ �--J.......... .......... ._ . L i T „. I -I- TYP @ 1 STORY H.B. 3 U.N.O. I.1 Mn$ FOUNDATION PLAN. #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 • •" •. • • • • •. f,:..r,...� ;.�;,...-e,...-. Cont. around corner by cold , bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" (D Z m — o Z cry Z Q a t� z V) C4 cn �- w � C] .O w F U tonn 0� m N w N M c) 12 _ -08OOCV �"-00 Ui_ �o M condo i v 0 A 1 B D® x �.l=•�1� M�- 6 Z W � z 1z Cn o Gil k• LU a Ui 0 ¢ _2 a= _ � Z imo� 0 �o Z NU) LL •Ll I F;34 J.J 4•� o QFF55p C` t�•�`j',3Ai �,�4IL����'�',�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €oz 3� za �F Uz oo�� Z U Z 0 w Z co oo z 8mo o Q O N L ___1 zz Q o 00"s EZ Q z O c N -0 Q a �./ :jLU V18 = z � 000 P a N Z¢Z a Wa Q o��z 28-2 Z E\ Z LU '"i Lr) a o E a z o di Z oP M Q Z Paz ado M W Z LU J Z 0o g = a ,-i �. o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0 OUR% (D (2) (2) A A q1 rn 3 v aci v v_ Z N 0 0 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. Q BEARING U.N.O. LO N v C Z M 0 0 1 M S5 I 00 i a00 i H (2) (2) i A A E t� 0 z v c m 0 C 0 U .o N 0 W ROOF FRAMING PLAN SCALE: %4'=1'-0" r U CJ1 CJ V y✓ U U U ��1 i CJ V L CJ3 CJ5V ' CJ5 1 y EJ7V •:.. .... ... ... ... EJ7 I : ' EJ7V EJ7 EJ7V EJ7 EJ7V r EJ7 I 1 ' EJ7V r EJ7 I rr EJ7V — — EJ7 O o• (2) EJ7VA X EJ7 � FG1 EJ7VA Q O EJ7VA J�1 EJ7V (2 EJ7:::::::::::::. EJ7 EJ7 ;: :;;; •• EJ7 . '. •. '. ::: :::: • . CJ5 CJ3 S w J N M r co N . N U' Q a Q ¢ Q a ¢ Q a ¢ a ¢ a a a m m m m m m m m U , UPLIFT CONNECTION CROSS-REFERENCE ra,z,ra MARK 51MPSON STRONG TIE USP MANUFACTURING, INC. 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 1t2" 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 - $d X 1 112" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1!2"& 8-10d H HTT4 3610 3105 518"ANCH. 11810dx1-1/2 HTT4 2715 518"ANCH. 12010dx1-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1.112" HTT5 3225 5i8" ANCH. I(28)10dx1-112 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8" ANCH. 3l4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550l3335 ** 133 /2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS 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 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d H P 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD Of CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER �_(A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 0 "' Z M — o z�z Qt w •V — Ow U o0 m w �M cU min o m v M zo00 CD U) U imLL ELIAS, :1, 1 co � o � o Q n- v A ' B D® � t� N_ ti Z W �M�Z � z W W � _¢ � L g• � °°°eo�4J i Ll W.FD (� M s C *° p F= E a LENNAR Lu S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 (Tampa, FL 33607 www.LennarTampa.com aZ zgag �F w a � � z Lu Lu U ?00 <C gW�� � �oWz `R aw 2LLI , r° V � zO UI O � zz }o > Q Zz g O a LL Q Y S Lri O �oQ T � � CC LL57 , W Q QQg� a J ri IJJ � M � Q $~o � z z 8 Q W J o g = r-1 t-1 a .. Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 '! UPLIFT CONNECTION CROSS-REFERENCE ra,z,ra MARK 51MPSON STRONG TIE USP MANUFACTURING, INC. 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 1t2" 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 - $d X 1 112" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1!2"& 8-10d H HTT4 3610 3105 518"ANCH. 11810dx1-1/2 HTT4 2715 518"ANCH. 12010dx1-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1.112" HTT5 3225 5i8" ANCH. I(28)10dx1-112 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8" ANCH. 3l4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550l3335 ** 133 /2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS 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 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d H P 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD Of CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER �_(A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 0 "' Z M — o z�z Qt w •V — Ow U o0 m w �M cU min o m v M zo00 CD U) U imLL ELIAS, :1, 1 co � o � o Q n- v A ' B D® � t� N_ ti Z W �M�Z � z W W � _¢ � L g• � °°°eo�4J i Ll W.FD (� M s C *° p F= E a LENNAR Lu S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 (Tampa, FL 33607 www.LennarTampa.com aZ zgag �F w a � � z Lu Lu U ?00 <C gW�� � �oWz `R aw 2LLI , r° V � zO UI O � zz }o > Q Zz g O a LL Q Y S Lri O �oQ T � � CC LL57 , W Q QQg� a J ri IJJ � M � Q $~o � z z 8 Q W J o g = r-1 t-1 a .. Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 '! 0 "' Z M — o z�z Qt w •V — Ow U o0 m w �M cU min o m v M zo00 CD U) U imLL ELIAS, :1, 1 co � o � o Q n- v A ' B D® � t� N_ ti Z W �M�Z � z W W � _¢ � L g• � °°°eo�4J i Ll W.FD (� M s C *° p F= E a LENNAR Lu S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 (Tampa, FL 33607 www.LennarTampa.com aZ zgag �F w a � � z Lu Lu U ?00 <C gW�� � �oWz `R aw 2LLI , r° V � zO UI O � zz }o > Q Zz g O a LL Q Y S Lri O �oQ T � � CC LL57 , W Q QQg� a J ri IJJ � M � Q $~o � z z 8 Q W J o g = r-1 t-1 a .. Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 '! a 0 Q 00 8 0 x N N 0 w GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior Concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/iT 8RF40OB/1T 8F321B/iT FORM do GROUT SOLID Nr ::o. _ 9 'r W r V 0 #5 BAR CONT. 8F 1 2-11/ JjB/ 1 T j(V 1 i 'Vt LINTEL DETAIL SCALE = N.T.S. MEWS Eimp 11 MEW TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY s J =� W SF16— B/1TNO F- J Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S MIN.. (1)REBAR TTOP (1) REQ'D LEEAR ALTERNATE POWERS STEEL LINTEL 4 O ° ° a d °No C.M.U. #5 REBAR AT TOP 4 D - a ° n ° MIN. (1) REQ'D 1-1/2" CLEAR A s a ° GROUT 4 0 5 REBAR AT = to w - 4 ° BOTTOM OF w W O c LINTEL CAVITY V r~rt ` nn OTTOM 0 Ir d O Z L REINFORCING PROVIDED IN LINTEL Cr ¢ C7'a z LL 6 W a ¢ -. Cl � m it D D �o �, QQ 5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL "NOMINAL WIDTH (VARIES) i`n Q. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL is INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-0" LL Q 5'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" 0 Z M — o Z 04 Z Q J d \C� Z cry w �o •U — OLU rt ^ 5 �v' ~ (a U § M o r- m W F— — U N M m M CD Q O N � e Q _� S ao 0) LO rn Q o B D0 N N N O CM vl N :9 Z W� c V pip � Z U) Y� in"_o;� w w Lu y�IN_ o. w LLi �^ CkZW a & o Oc ul m m R, ,yo nsLL Z`� i a WVI�GF -`^ • ♦ ✓ e C7O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �O w� Z w¢c lr gnce W Q �0ZZ 0.0 a � ULJ w LL N rG � L ZZ Y U ^ i Z 43- Z Q 0 W O V LLJ QJ W Op0 a. u, L ! L CaO � Z¢I Q � LU ZLU ooWo M w W LliLij Q Z 0 U Qo M k 0 Z � boo m06 Z :5O = J l!) aLu ,-i CL cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 8.0 02 aw b 00 E 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 Y E O R CE CC -C MAN OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9, GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) 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: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed, (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE 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 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3,3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 X, 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 WI 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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'J' 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 '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318, 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0' of the building side wall. 4. FBC-R R318.7- Toprovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated includingspaces boxed orformed. p s 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ouerpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1,6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical be must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C9 "' Z M _ o zC) Q a CZ cn c7 w O W Of (� U a CDm W � B miF- N M a cum [2-p M _ C',U w" C 0 Q o U) fl o rn u•, �v W ¢ d A 1 B D. N-C H D•C N CD ,N.. O M V7 '� ONO ZW9Z Ez W O) Of ' W Pr W V'� ��� Z r= 0 cc Z lu LAI N U " y •• t ZZ •°e F C) IDp0I'>`e3`0 d�`h To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Lu z¢ <a Uz80 Zw�X Zz �5 YawO� s'0 8W N m o LLJ L Lll 1- Z o Z 2 z -� Cr U = �/ J L J TI C) 08 2z 0 x� _ M`_ Ln �o6 wXma ' ^ rap J za�a Z PoLLo LL Z J ri Ll.l ui 2: a z o r�-i LU 2: Q o a I- 6 Z M M Z Z � ¢ SZo °° Z Q = �o In a O oo LU rn T__4 0- U0 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. SIN NZA w n ROOF DIAPHRAGM NAILING SCHEDULE Rlnrp I wi= + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0"(TYP.)6'-0" 6�-0" + + + + + + + + + /++�-, ++ + + + + ++ + + + +++ ++ +++++ + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + ++ ++++++ + cam' --- 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" Q.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0,113x 2x 3/8" RING SHANK COIL GUN NAILS 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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap i FILL CELL STD. 90° HOOK BOND BEAM to w Q STD. 90° CONT. 95 ART. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. ) Small gap 2" max • � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4' max._: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001h. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. c Load bearing wall must stack * over squash=20 blocks and Non -stacking walls orequire additional wall or beam below.* consideration. Check local building b code for appropriatedetails in One 10d box =K-LESS areas=20 of high or-20 sinker lateral load. nail each side at bearing. TANW/H z a '7' CORNER OF HOME H C G > GARAGE SIDE O O O 5'-0"Cn < o STUB -OUT FOR O 1'-O" o o U) GAS METER 0 o n M ob • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER a GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 0 N N 0 E2 3 RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O,C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10dl nails at 6" o.c. </ Provide adequate bearing for each lapped joist. Odnails 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 lJ' to Ae 6A 12" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12" 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 12" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L d bearing wall must stack over t7 king and wall or beam below.* —' Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sv 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/8"B THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE Ire TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1 2" 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 12" 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 JC A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)-111-"11 l 11 Ill Nail with 10 10d nails. " =m=1 I —I I -(r= -f I 1 tnstatl tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR AS A .. FOUNDATION INFO 4 .. 4 STEM FOUNDATION \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON F110A ° °FO4 (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q d ..4 ° C. Z •'° • Q 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 G°' ° i ae G a e d SEE FND. PLN. SIZE & REINF. CD Z M o Z N z� Q z IrWMN Q) v, D w w —a V O U 0� m W �o F- tQ. ampS N M raf'M'M ai cli 00 U N 3 lL co co 2 o Qrn va� rn Q 0 B ®O N� V� N O1 °0 U) Z Lu aw z ii U1 .o a V 0 Z 0 �`- WLNW • aarww SE;veco �� � °; U. L. > Q' C4, R0ittSso- t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com io �o Za W ¢OCR U400 z IiS� I w f J a O��o V w N o Gf) F y_ W H 25 y 0 5 2:ZD V cc J W U C) moo ~ g �Er -915 11,, 52 m a O ' (A' L / L—V+ 1— o- q t- 9 ! T}` C/) J Z ¢ Z W z z z •-+ 0�X0 oXo LU32�j J L0 W Uj Q z ?-z ~0a a¢o M M Z o� co06 = J to aNi z rn ,-+ a rn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO' 10 0 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 OR 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 6 „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE "X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > T-6", 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. � 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN EDGES, ND @ 1BOUND2" O.C. @ FARIES, 6" OIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "J" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O,C. W/ (1) LAYER TYPE II (#30) 2 #5 CONT. ON 3" r () 6 x 6 W1A x W1.4 CHAIRS (TYP.) Cl) T C, 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 D °11: � �� � � � � � • •• (2) LAYERS TYPE I OR TYPE II A.F.F. ° ° a ° 1 O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2 �� WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _ .I I -) I =lid '° . ° D D I ICI I I I- L� C ' q �I I I I=I I I I I I i I -1�- .=I I a ° ° ° ° a ELEV.-0'-31/2" z a a a Q ° a d ° a p A.F.F. O 31/2"MIN. D Y 31/2"MIN. 1 -►=- REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - _ -I �rI I _ _ - I ' �-�I=� - 11=1 �-- 1=I �- 4 , d 2x4 CONT. a Q U d G ° - ° a ° . I I-1 LI .III= 31/2 (min.)- 4 III- __' b , „ - ° ' I - I I -III 31/2 (min.)- 4 �1= I=III- , 12 HURRICANE ANCHOR @EACH I r I I II ITT I I I I 1 �I I I II =j III I �I I I �I I III t a ° . N ° Q I I� a ° a d GARAGE DEPTH VARIES a a° - ° �• 31/2"(min. - 4" 11=I I -I I VzOirl I II I 31/2"(min.) - 4"=111=I_II I -I (TYP.) TRUSS SEE UPLIFT SCHED. W/ VARIES ( ) METAL PL. UNDER EA. TRUSS s „ " -I TI-T I I I I' ° 4 d ° - _ I I I i I III -I I I �I i IZ�L I "' -- - I hI V I I I I 1=T MOISTURE BARRIER d a g , , I- 1 III -III r,-, (2)#ScoNT. 4" 1'-4" 8" (2) #5 CONT. 4,1-ht I-t i I r81 TYPICAL INTERIOR BEARING U.N.O. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT KGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLrc�� TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 " ,- „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=T-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP � STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP, TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING Q W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C M�Ms SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR INSULATION PER AND ENERGY lov`j°J c° (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. WITH FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. < V-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION @ SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6"'J BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. " K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. @ STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON @ 24" O.C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ 10 10d NAILS EA. STUD ( ) @ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS - "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W `t END OF 2" x PLATE WWF OR FIBERMESH M , ARCHITECTURAL FINISH TYP. T ASSUMED FINISHED ,; c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU u p 1x2 PT WD FURRING @ 24" O.C. 1 P WAL BOARD /2 GYPSUM L (1) #5 VERT. IN FILL ' GRADE - MONO OR STEMWALL ° z N - '' • D ' D .- �, - - A D• _ Z ao FINISH GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [ GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LA. _ ° _ ,- l� I U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN °� _ _ _ _ 00 FOR CLARITY ° D I III=III III -I I III=� L� -I 6 MIL VAPOR BARRIER rj I b D ° • I I -I I i °' I I=I -I I�I I - I I �I=I I �_�, '- �, z W LU #5 REINFORCING BAR R 1 7/8" `� T-T-I I - ° I 1x4 P.T. BASE NAILER 4°x4"INSPECTION ° III=III=III=III-III=III- ? ° I-III-III=III=III=III-1 I" I I I II _- r I I f-I I"'-' #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: ° o° o I g III=III=III= =III=1 I I= N FOR BEARING WALL - - - - - =1 .- I -III -I I (-III- COMP. SOIL. (COMPACTED TO III - D ° - f I-T�-�-I I ! 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS (�P) �� 8 1-4 8 MIN, 2500 PSI CONC. SLAB FILLED CELL TYPICAL -III I- W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ - __ ____ I=- ° , - 95 /o MODIFIED PROCTOR ASTM I I -I II I I=LI= :11 ICI I �I I �i I I I_ I I =I I It I 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn _ _ _ _ _ _ -_ III=III=III=III=I I I=I I I=I I I=I I I= �= l I=III=III=III=III=I 1( I I =III-III=III=III=III=III=III=1 I I -III -I I 1=III=III=III=III-1 D1557) I I t-t t I�-I I I-11 4" 1'-4" I t #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -1-I=I I,=I I I II II i II I I=III-1 I -III= 1- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE II 11 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILSK"F� WALL W/ UPLIFT G W1.4XW1.4 WWF OR FIBERMESH' DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 00 r � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ D �� 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR III D I _ _ = Z - f r min.) 4 „ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M r; ° < BARRIER D C 4 N a A. a v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO - COMP. SOIL. II p T ill jll. ]it- - (COMPACTED TO 95% - j� - co - ! - _ - - - - - - - I I T - - _ - d _ I i t i i REBAR #5 REBAR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN a _ - - - - MODIFIED PROCTOR ASTM D1557) - - - - - (1) w/OPT. -I I �I I,, I- I I gN ENCLOSURE -' "-I I I I I I I I 2 HTS20 (} FOR STRUCTURAL BEAM SIZE & - - -° r - I I� °i 3" MIN. CLR. -1= i= '' I r a' -F (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 Pi00K (SEE 4"' 1 CONNECTION INFO r, T •• � • . , 8 �. T- - T- MIN. U.N.O. DETAIL) a 2x4 IT' PLATE I 2x4 #2 SYP P.T. FRAMING w/ I SEE A/s3/J/s6 �I , ,� „ " TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L g 7,16" °'s'B' „ MIN 7/16 O.S.B. SHEATHING z ATTACHED PER NAILING �`- 8 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4 -1-0 S3 L ¢ SCHEDULE I- SEE TYP. WALLSECTION #OR ADDITIONAL 1/2 GYP. BD. P.T. 2x COLUMN LOCATION Q > J 6x6 P.T. #2 SYP SLAB INFORMATION. „ HOLD e. OMPSLAB o � ABU66 SLAB STEP & RECESS S.G.D. rM 0,_0„ J CONT, BEAD SEALANT OPT: DEPRESS SLAB 5Y2" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND � ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. a SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ° d ° -3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14 O.H.D. RECESS z 13 = O.H.D. RECESS a GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS g _ =' CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @ TO FOUNDATION PAD ° 4. -- ' f " '• . • '• •, ' • ' "' ' _- STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ij - .. , : :• :a .. I II �� • T •' - c`' a• - T-_ I-f-T_L- • •. ` ...... i r- • • PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ^_ SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r� oo Z GRADE a ° -j r I �I I I III d. _ "•• . T III- _ - I 60 =III- 4- TENSION 120# CONCRETE SLAB ) �, FILLED SOLID (SEE PLAN FOR _ a .,�I I� .a •t..;. I I I -I I :'•' : • r41 T = II �.a. .. TUj -E °° 6 x 6 W1.4 x W1.4 ;t - ° '- WWF OR FIBERMESH 50 c, SIZE AND REINFORCEMENT) c7LU Z = I-- w ❑ -III-III 4. °. i-III-III-I 11-� -I I -I . -I =III III -I I w `_ ^ III=1K PAVERS or AB PER p o N I I I'll lilt -I I- ! a ° a I M I I •' _ : SEE A/S3 OR J/S6 I I I II , „ I I�= I I • : SEE A/S3 OR J/S6 -� I III �' I I=)) I- I I-_ - „ 0 -0 FIN. FLR.� COMMUNITY SPECS -/: -- _ _ a4 _ _ _° - M 6 MIL VAPOR _ i' =I I=) I=I I= I -- - - - - - -I I=I I I=1 1=1 11=1 11=1 I I I -I -III=III=III-III I I =III -III =- W I I=1 I I=I = 1-4 II=III= FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE �'i =III BARRIER '=I I=I -I I I=I I -i I I=� I I- = I -III=III=III=) I ( I =III=III-' BEYOND 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) III I I rI -I - -I I- • • PAD REINFORCEMENT III=1 =i ,� 3 MIN. CLEARANCE SCHEDULE) 1' 8" 2 STDR ( ) V-8" 2 ST RY ( ) 4" 4" .�.•y SEE FOUNDATION (SEE FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS ,1.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 314-T-0" SCALE: N.T.S, S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. d C9 z o zCD z 0 Cz N U � w � o •� w e m N Lij pp H U (° O M s a; U 0 0, 0 " 00 � o ¢ oo 0 ao � Lo rn¢ d AlNC9OC B D® W Z g Cnz U) J r.a LL W O �au _ .ti a w LYV¢�LLoa _ Z CC= V t0 O UMV c N O Z\lt _ '.. E t •,a S /v/k aP I I I1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LNNR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com 0Z �o ja ~ C/) U Q of 2 UO oort� Uz� LU o z �ag� 9 -1 z }z � � Z V z Q C�$ 0 z OW U = ID 2:- ORO 0 J ZD H i O 0 Uao¢ CV � T-q � a Z a �aW Q z z oo �y&o,�j J r-I I LLl Q z Rn I- 8 g~o z M re)Q ILD z OWNS 7i o aW SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL {2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION 1 SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE ❑ N R T 7 501 8" TONEAILS SPACED ❑ STEEL A D G OU ❑ no DOUBLE 2x TOP EXTERIOR FACE OF BLOCKPLATE EVENLY WALL IS 11/2" MAXIMUMEXTENSION FROM EXTERIORINTERIOR ❑❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" J TO DRAIN DOOR OPENING DOOR OPENING 12 P) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW o, 1/2" EXTERIOR GRADE SHEATHING -� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" OIC FIELD SIMPSON SP1 w/ (10)1Old N NAILS AT EACH STUD 8 2x P.T. PLATE i!t 5/8" x 10" "J" BOLT @ 24" O/C MAX ---/ LO W/ 8" EMBEDMENT 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/{1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ---� AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. a N S 0 DO = 9 MOUNTING BASE NOT SHOWN Cn FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE y GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD\ 00 N N a W a FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR � I[J] WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FIT ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4, SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ° a o ° d 8" STD.9d'HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1U FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" 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 411 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE MEMN\�' N % I I r W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 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. d d e a BOTTOM OFaMOUNTING B E POURED CONCRETE BASE FOR 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. � SFF�[A 60 �qN 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 -� 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 0013 VVVI\ 11\!\V I\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 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 T -16' (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" 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 OR f SIMPSON HTT4 TYP. Op FNrH(; U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If A 1 12 (TYP.) SEE ELEV. SIMf SON SP2 w/ (12)10d NAILIS 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" 0/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 w/ (8)10dx1 1/2" NAILS AT EA, TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT I IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W11 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w! (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED N r ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON rc G C P.T. ATE olivirovlN o14 SP2 onvlrovrN 10t ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 co J M. a a a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE T CC C V! 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" Q.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT_ SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) 00 • DTT2Z w/ (8)1l4" x 1 112"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • 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 (0"N SCALE: NTS S4 or4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. v 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " Q a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY­-5!8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 s;s 0 t" 7, co — o z�z J rz U) zCZto QW Q aO W U o0 m r..0 F- 8 (DE CM M co N 10M o U OSt, O 0 �' � �o ¢ t" COao U-, ch¢o 86. N C•B D C �` m e ,w O N 42 O M O ONO Z W z Wa�m�. �a W rn � ��ICU Z C C7 W�# lyf lli , � Z �` •aaaO �/aa�J f E ' �•n O F ES III 1191 O,,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z ce� Uj o a0< } Uzoo or 0 z=gZ �_j ".o L N ZO } z > �� Z oC _w3 C ^^ GU � o TF J 000 ` o Ln 'Q 85 Y l LU rao� N � r"4 0 z¢1a W � ai. A" ice- 0 0 0 8 c 2 Z �-4 LL Q xaceii J z a LL O u �ra0 w<z 9ZS dM' � z Z 90UJI in �0 � 00 � _ � � rl a (n o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) i6d NAILS SIMPSON H10A w/ (18) O Od x NAILING SCHEDULE FOR rr rr 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT @EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICA TYPICAL RIDGE FASTENED AT @ 48 O.C. EACH JOINT W/ (3) 10d • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 8'-0" O/C. 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W! (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH MISSEDVERTICAL STRAP MISSED VERTICAL L SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTIONLL WEB, USE MST6 w/ 1 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A wl (18) x SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX, BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; APT AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD — (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS OF PANEL if BLOCKWGTFASOP TENWITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KT w/ (4)1/4"xl 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" ) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.} SECTION LASECTION 4 Li SCALE: N.T.S. S5 SCALE: N.T.S. 55 TL () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR - r M ' NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING CO _ °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS SHEATHING ATTACHED W/ (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 FIRST (4) ROWS OF W/ 10d NAILS @ 6' O.C. 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" L CKIN) (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/T.. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS EXT. WALL CONN. @ D COMMON MOILS. (ONE INTO EACH OUTSIDE OF F_ NON - LOAD BEARING LOCATION BUCSAMENUMBER OF ROWS, SAME SPACING) � SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 1 = ADDITIONAL INFORMATION. N O ^I �I 0 co MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 0.1 f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 �I CROSS BRACING DETAIL SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. � 12 (SEE SCHEDULE FOR SIZE a AND LOCATION) 6.9 MAX. E2 0 U c 6 � S5 CO i L 4 d d d, a d a d / d CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w V. BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/ (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 R2 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL.( 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL 4fi GABLE TRUSS WEB -� SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. 5 DIAPHRAGM BLOCKING @ 48" O/C UEFg GABLE TRUSS IX TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1� ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0"- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2x8rFULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU a Y CORNERJACK 0 W z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS1 1-13 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 �_ Z M _ o z z Q_ U) z V) (D Qw (Z o pw a= a-2 U Cn M o0 m pp ~ U uin N :O uSMN Oo 0 �u'eo U 000 coa Qm o rnQ d A 1 BD® \� N N M Cn 00 to42 LU Z_y W Z � z L o W w NON aw L 3 CAWLU Z Va� 111 : WL0) Z� N W a ..moo 'A- 4 ••6' 1-6E 1 ly WT�'V.FD U•. 4� zz cz • ` <� �F l- C �'•••.......r �'''✓i. O f Si q E S 1( t \`+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ LU ¢o- Y� uufL a' U�oo oo�0 Z z Luuj 0 g o�u_o U W u N mt2o 2Z W A 0 } � U 1Fr�i > -- JJ J Z 5 a,� � w F- 0 Z O \ / f! z J L1J Q W000 Lnx:o Q Ln �28 o2E ZLu W J L0 ri W W � Q z =;0� C,hze g�8 0z M z CZo a ('0 4z U r 0 Lu O J 1 rn ,--i a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION No' 3 ■ C SHEET NO. S5 c N O O r- t2 M 00 CD -v to 8 0 J v x Q c tc tc 0 a E 0 v c ID 0 c0 i 0 CL 0 w a 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER X4 ( 1 X 4 1/2" DRYWALL "UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER SHT. SDW2-K1 P.T. TO SHT. SDW2-Ki To SHT. SDW2-K1 FOR CONN. DETAILSFOR PROPER I NSTALLATION MAx. $ DO NOT DO THIS2"x BOT. PLATE W/ (2)10d @ 6" o.c.TO FOR CONN. DETAILS t1l CONN. DETAILS 1X 4 1X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 3/16"� X 3" LONG FURRING LONG LONG X 3/16"0 FURRING 3/16 0 X TAPCONS FURRING #5 REBAR ` (TYP,)6" AND NAILED W/ 8d COMMON @@3-1/4" O.C. EDGES AND 12" O.C, F►ELD 2X BOTTOM PLATE W/ 8d 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED ST STAGGERED @ 16°1X8 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 SBAND JOISTW/ FACE NAIL d PER MANUFACTURE MASONRY THROUGH u 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL FILL SOLID STD. 90^ ` -�� TD. 90° HOOK (TYP.) TOP & TTM CHORD, AND 8 ACE 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1 /2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4:/1:1/1 NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TTAPCON TO SHT. SDW2-K1 FOR I ` BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN, DETAILS 10d @ 12" O.C. 1 X 4 J FURRING _ 2X8 P.T. WITH 3/16" O X 3" ' +2" NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16' O.C. ' ` 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 +5^ NOTCH WEB AT THE FIRST 2 COURSES`, BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLANK" FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W11/4" x 31/4" TAPCON (1 1/4" MIN. A_A = 1610 #FOR 2 STRAPS FILL 1st4000RSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 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 45A 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 POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR a. <. .. .. FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL �. .. ^ . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN a RETROFIT WALL OVERHANG DETAIL (NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES O YZ" USED) W/ 3 #6 X 4WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NO TE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. J USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ k yqN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. �F �OTy 1151_011 11-0 SCALE: N.T.S. S+S+ 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° , •. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + REQUIRED > D Q 1/4" MAX EMBEDMENT INTO K.) �� '� PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT SOFFIT ° , . ° a : • D: #5 BAR ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 5 12d NAILS SIMPSON O + + DV ° . CENTERED W/ � 1.01 s 6 ° s H B BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s IN TOP o D ° ' , 1 X4 FURRING 8d NAILS EACH TRUSS KNOCKOUT / N —� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ " CONNECTOR b, MONO FOOTING /�, — .> ° e. PROVIDE 2 x 8 DIAG. BRACE BTWN., VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL _ / SIZE AND REINF. PER PLAN AND SECTION DETAILS -I 24" BUCK - (1) WITHIN 4° BRACE EXCEEDS JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL s • ° ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .D DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o °'. , 90 HOOK N SCRIBE (NOTCH) BACKSIDE ( 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p #5 BAR IN / TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL, ' �; ' �; ' �; � ,' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC �� SCREWS @ 16 O.C. MAX. OR IF MASONRY � �) (MAX. 4 -0' ' ' v _ ° v , - °o 1 : ° BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW ----"-' CREW THRU OSB INTO 2 x 8 O.C.'� ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY rL_,N� SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS _ r �r SCALE: 3/4"-1-0 SS _ � �r SCALE: 3/4"-1-0 SS SECTION DETAILS SCALE: 3/4" = l'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS Aga. ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L O 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" t z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0 , EPDXY MIN. 6" EMBEDMENT & ` . o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3"MIN. EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' 0 LU A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D v o REINFORCING AS FOLLOWS: SEALANT U_ a- 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. `:; :;;:°E- g' —I _ #5x6 EMBEDDED INTO * I PLACE. RE PANEL REINFORCING TO E. N C P SS 6 MIN. LAP SPLICE W/ D _ — U z � � EXISTING FOOTING (2) #5x6 W CONC. * REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL COVER PANEL RE NFORC G T U N REINFOR N PANELLO CI G — — '�j ��TT ¢ _ cn FILLED CELL SMOOTH. D0 NO FURROW. °. — I � N , DRILL 3/4'x5' MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT :.. D IjI-TI� x¢ GRADE D. . TTF- , SET BAR IN EPDXY ; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p � .. ° , � -�•: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c14 Q ` 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. r • D ` ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EA. WAY 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 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. 0 V Z M — o z�z a cn (D c, .I---J w � o •O w Of c) m E 0)�I- W m !— o t7 aM M mam =9? '�S O o0 u- C..) o°Oo < O 0) U)Oo p V 2_t Q) Q O N �O o m v o N Z W M��z �' z log sa �. W g,� w E > f o, W � Q LLZ a W 10 " ,��'� "'19 wr>�•vs 0 00 Qom,, L t 0 `ESS\ ��'4RO ,�/lsrlt�lllldllil\'�� NSN 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 potions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com � z Wo wz�x Uzo0 z U, _j :£ 'o .2a SooU z Q �� N -0 ;a W O U) _I o o J < H6 wi�mpap, 0 Zarza N �aW a 5�� Z z +� u a LV L0 Q U j Z : a z Rr-- M Z r O�o ViO0 M ZUj = aUj SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. SS E E 0 CROSS BRACING DETAIL (TYP.)/,/- SCALE:NTS TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT 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 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. ``- -/--WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: NTS DIAGONAL AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 12D NAILS —i AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (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 MASONRY WALL 4 SCALE.NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN #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 a@ 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 MIN. (2) 2x4 NAILS TO TRUSS FPLATESPFTOP BOTTOM CHORD 3 - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO 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 e 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI SEE FLOOR PLAN FOR 14 —11 COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SG EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM �.-./ BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON 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 a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� 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 N. 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 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 / I 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 • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFM/ALL 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 LOW ROOF TRUSS W/---" L (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 DETAILS &SECTIONS UI Z M zcmz a U, z Cn (D a) � 11 w (Z 0 �0 — 0 W c � m ~ N z a; O O N o Nco C L_ W 00 7 O Q� co fl O L. A< o AI B D® N CAB D•C N �O .N. s M m yk o0 LU Z 'sNZZ z 2 �QN"�III w LU _ _y� a w In itj J3. a Q Z C �¢ o tCO o UL.w + C N Cq �24 ` W _uY �0. ~` v z — ' �� ' �:11 o :� Sri',•+ •., F �.••"` ���' �� 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �z Za �p� W Q K �480 �U F-ouzzz a� O�2o - ) vI_ m W s.- Z Z o C)� q Q W U1� O �_ 06 a uj 9 U �/ � _! z o9z I-o o J 'Q g5S -'j ...-% A ' ■ ' L�, 11 1 V�a'Qad 0 a $oU.2 z II w LA w w=6i 0$ U 0 J Q U �S a M dM' z W'x z �a =�S z m z W � o 151 z �w O 06 rn SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. D1 Wf1fl1!IilYll�li�ll:'31Lu�!;�! . �::iI�IIIIWWL'f�t�Clf1IV11�.YIIW�fII�'IY1�»IJYdIkYIV!W�I,' o r I I WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; i. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING '�-W DO NOT FLASH OVER BOTTOM NAILING FLANGE I SELF -ADHERED FLASHING 4. HALF ROUND WINDOW t Q co 0 s NAILING FLANGE WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) Ee3 SELF -ADHERED FLASHING M WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING T SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WPO7) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 0� EN a SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER , • NOT USED RVITM7 C • NOT USED NOT USED 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 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as )in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing In order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 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 C9 tP .Z co _ 0. 01 z <c 0 CZ Ln 0 o .0 w �C5 U o m W E - 8 N M M (a-0co _(6 Ooa C) o ��°° 3 o Q rn 0 u7 aC i Q O N .O . G I O v N Z_ la� � z � M rb Z lll• [may] , l.L O W 1' IN �' `" A ° w W V ��LL� ¢ � z Z C N CG O U c WLA-1. ��U)M� 'a W cli e Q N oC) 3o WWW.FDSENG.COM ❑ ❑ 00 O CV CV 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 2001 Tampa, FL 33607 www.LennarTampa.com Z Lu Z �Z r U480 0 O0Ccx Z U Q Q = A Z. Z V 0 J W J � o� OU J W N M Z- 0 a ZZ L N 3 2 CL O 2: 0 o CC :JW you 0 0 Wse r rw, _ '^o W Lri < � 2 0 Q d" a< ~�a� Z �o�P Z *-1 I2 a O Lu J L.r) T..I LLI ;Lij u- 5 � � o gg� Z HZ Z tu aoo O 00 Z :5= UJI J� ¢1 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 0 SHEET NO. W P e r L SONg-Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2016 International Building Code (ISC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loeds of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood speck gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. iCC Evaluation 'Services (ICC-ES) revised AC13 Acceptance Cnie s for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the-2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loadsto the new standard to update our product evaluation reports to the 2015 I -Codes; As soon as the updated evaluation reports ate completed, we will apply for Florida. Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 [-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit vA w.stronctie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E, LEED AP dw/BDW Engineer, Southeast U.S. Branch Pagel oft Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 www.stronatis.eom sy A3 FL17244.1 ESR-3455 A23 4v FL10446.2 ESR-2608 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2649 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H D26 FL17232. 2 E SR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232A ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT - FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10855-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL25 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655,112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2106 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11498.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR3455 LS30 FL10446.15 ESR-2608 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2606 MP4F FL1724424 ESR-3455 LTP4 FL10446.19 ESR-2606 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-W5 MTS12 F1.10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10466.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.5&1125 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU86 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL114732 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS15 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2013 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2513 RT3A FL17236.3 ESR-3448 H4 FL1D456.14 ESR-2613 R74 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL1C456.42 ESR-2613 SPT24 FL17244.31 ESR3455 - SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SPS FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermeTru Firber-Classic and Smooth -Star (NON -IMPACT) 1`1_20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67A/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Sedes 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.000.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0141.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40,0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A S. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Veins FL16918.1 - FL16918A N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0,032" Aluminum GulfLok 16' wide roof panel FL11651.2 R3 N/A 5, SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL75076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N N C_ 0 N 0O .� ♦V U (R U) O O = O C O ^^yy W O Co U 0 > .N O � Q. I- .0 LF-'+//-�d� .� I�VJ Q Q Q Z m, ■ ^W W r� v I \o O V nO W W C0 n� CIO L� w Q n , Z Z Q J n SHEET NO. PA 1.0 Regulation Building Codes and Standards Pegs+ Building Codes and Standards Page i Bui Codes and 5f<v7daMs � Faoa i Fords Department Of Business &Professional Regulation Pepe i as Product Approval Application Detail 1(YJOta Product Approval Application DeffiII ,tmzole Product Approval Applicaton DeffiU lrsnota Building Codes and Standards Product Approval Application Detail +IaDo1e FIa2MNJ12 ELi26r814r2 Fl.algatelA2 � � Enew O N U Q 0— co -0 CL .� U N '� © � O O W O LL .V, —0 E O O ^� � '�^ .i..i . n,� U / ■ 0 ■ o O U 0 v f�- cal G Q z Z Q J SHEET NO. 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Number or Name Product Dnotodw COtbld gxdnftn Daft InHVHZ ! )IM Rabrsat PNOGM 1 Miasma 16 ga. sup« high sienym truss connector pkds 01/0112823 Ys Ys WA WA Florida Department of Business & Professional Regulation Paw I of I Building Codes and Standards lame Product Approval Application Detail P miff-Ri mm v1iOon dYDaiaaget rdnowl ErEAom3.L Y�dltid.®t YatdMid Awmma FWAW,,d Apotograd Status, Revbicn 2017 MRek Industries, Inc. David Waft ICC Evauation service, LLC ICC Evauaion service, 101"192017 10MQ=17 10222017 Approved Caegory: structural Components (314) 851.7480 LLC. Subcategory: True Plats dwedOndL m (205) 5g9.8a00 CompYance Method EVWUd nSUP011 MOM& Product EVIAM n B * FL#MS74tB produces IMA Predur:tModal. 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Rob Boldwal ICC Evaluation Service, LLC Jams A, Rollmart, P.E. oo2Y2017 08/202017 07103=17 Approved Category: $Wd Wm cw ponenb CM) 92ae476 legal, OW1344 SubCabgory: Engineered Lumber Rdmtssidain®waywhe Compiler" Meead: Evaluation Repmfrom a euer com Product Evaluation Emory Assuaged M Use Apmovad$,U- lliad goo au ProductMabLNunart«Name in him -tP@IZRnhom dimla8. 4 TJ Rim Board structural Computer Lumber or Oriented Shand 03/3142019 No Y" WA WA board Rm Board Florida Department of Business & Professional Regulation Beading Codes and Standards Product approval Application Detail Page 1 off ,Furors iT1Y3i 7!0 290 En t9t 22k I21k I2at.Pegflm 22K :don vwlm Maadaaals[ rid Vat Wedka o1 MAIN AgisaW PECAsarmMl Assumed DH4M Revision 2017 CAST-CRErE USA, ion Craig Parties MtemFWtls BCCO-DER hucntroatle BCCO-VAL IIn42017 104111l 1112112017 Approved Category: smici wl Conpanenb (813) a21.4641 (786) 315.25M Butledo ay: Products Introduced as a Reeuk of gmm m000*rate.am New Technology Caryltlmq MWnod: CmBaUon Mark «Listing 8mu4u4 (I-MULV Auilnma AgroutMl for Was Atwood Ixl so laa9t go" 2121 Product MOOL Nmbw or Name ProductDncdodon GonbudExokdlm Data latam Randerbod Pmldte 1 High Stronger Condon Lkteb 4, 6, 8, rat 12 Mai: wide labels, 06,1142018 Ys Ys WA WA Saffich Cravats Florida Department of Business & Professional Regulation Paw i a 1 Building Codes and Standards Victims Product Approval Application Detail F 290 liaWisr RE& )ors 21M mm Vmme Iltiarmw ClimbersyalMebdav Vddbaid Submitted FBQ Aeitmrsl Dials Revision 2017 Mnek Induaais, kro. David Wan ICC Evaluation Service, LLC IOC Evaluation Servces, 101192017 10/19rm17 10222017 Approved Caegary:$bLdural CarVw-b (314)851-7480 LLC. MrbCabgay: Tram Plat dMerl.aom C2o5) 598.98D0 ConVka Meamd: Evaluation Report Bona a Product Evaluation Err* w21m4uwedaxa Anwr forUw &UMealbrUms lsaa 211 M Dal Product Daft4od Contract Expiration Dab In ouwa RobilM1'. 2 MIN 10 toga. aueaocurnedor ph" 011012023 Yes Ys WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dartall Pawta7 laws RA66274t& 920 ErAw Fes psi Data Psedis 21K his Vm&a ! SIN Bronson, III Vmbdded as Yid DIIImtltW I'EfAssessor A9n®sd Am" Revision 2017 ri4yertrastser Rob Baidwir ICC Evaluation Service, LLC Jonas A. 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Product Dissertation ConbudExpk&fjon Inifim Ombicb HVHZ8 Pre 1 Mlerobm LVL Lamlufed Vera« Lumber 03/312019 No Ys WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i a i law8 FL#ow4M ggdit &db 2111 hill Hai.Pending 21K mm YlO1on jagagia4hlm Cont, vdwme ev VkQdabd Autism psCAama Approved Dubs Revision 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC Jams A RaftWm P.E. 01122Cm17 052O1=7 07/D32017 Approved Cabgo0l: Structural Components (253) 9244476 (808) 830-1344 aubCabgay: Endeared Lferber RoberLBakMMillwayrome Compflwm Matiud: Evaluation Repro from a eusr.com Product Ealuation Empty eased Dd- Ant Product 8 SW ) Pviigs 5 Wsyertasceer Ran Bard Defended! 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Registered Ar1#tned or a Licensed Florida Professional Engines, FL#177440 Produces asit 1 Quietly Precept or Commendat Concrete Produces Priest and Prsasss Concrete Lln" Pawl at 115201a 21M peg DMDP4ndia 291 VtUdR dev Y DYimdled FOCA-rovil AaL9ad DiiBs John Hoy 10M42017 101132017 101282017 12M22017 Approved (352)a88-6ail QMWMAtouWm Approved for the ApprovadjIstrUss latest !fit Contrast Expiration Dab In IBM outside Pc(at+ad 052912024 No Yoe WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pawl off Iawls HY2t874w code Ism Version 1loWaa[ corAd aver&Lices. VFAMatsdBy Vf Submitted FBCAMwftld Amreved Altus Revbbn 2017 MITek Industres, be. David Wen ICC Evaluation SarNce, LL.0 ICC Evaluation Bervke, 10119=17 1Wf92077 lo127/2017 Approved CSWFW. SOU"il Cmrppwnb (314) 851-7480 LLC. Su6C.bprr: Tons Picts dwedQmLoom 05) assail Comp imm teethed: Evaluation Repent from a Product Evaluation Entity IRiZ1974MPtpdCb Queers Assurance Aaroved for Use Aporavad for Use bw 2" ggg jl ProAatMmbl. Humber" Me in outside1 Pressure 3 MTIBHS 18 go. high shmngth truss clrmedor plats 01101=3 Ys Ys WA WA search Cdt9de Florida Department of Business & Professional Regulation Poo 1 of I Building Codes and Standards 116=8 Product Approval Application 09UH F7 #MY4ta BM version dYBglagial raaiea aramatd F13CA1averva Acorn ad Akan Revision 20117 VWyerhsusr Rob tha sel ICC Evaluation service, LLC Jame sA. Rothman, P.E. OBF2=17 OB20/2017 07/03=17 Approved Category: swamrm Components (25a) 924-6476 (608) 839.1344 SubWbaory: Engineered Lumber Robert.Baldwililllvayerha Compbss Mahod: Evakado Report from a eusr.sm Product EvNstlon Elrod PLPo637-iP; Prodrnate Goods Assurance 6oproved for Use Aarroved for Use lead Delon DWI ProdrlModel. Number «Ham Product DnotoOm Cooked Explinifloa Dab In outsidelml3 1 Pressure 2 Pamaem PSL Parallel Strand Lumbar 03412m9 No Ys WA WA starch CINI, Florida Department of Business & Professional Regulation Page i af2 Building Codes and Standards 32a2016 Product Approval Application Detail Cod.l=J 1 Data .iMig Date Pmr6np pill Version Manufacturer contact Enpinaer&Limed Validated By Vatidaled Submitted FBC Apnrovat Appwyad status Revision 2017 Gulf Coast supply & Manufacturing, LLC, Eng David Daniel S. Kuhn Locke Bowden P.E. 10M22017 10/102017 10/172017 12/12/2017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roofing InfolMgulfcceofsupply.com Compiimce Memod: Evaluation Report from a Florida Registered Architect or e Licensed Florida Praessrmel Engineer P � 5tJ1li+redmd4 - QualitvAssurance Approved for Use Approved for Use Impact Design sea# Product Model, Numbers Name Product Description Compact Emkatlon Date In HYHZ outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum SV Cramp Min 0.032&qua; 5 V Cramp Aluminum Roof Panel 04/122024 No Yes NIA -MIA/ over 45/32&qua; Plywwd -108.5PSF 2 0.032&quot Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&qua; Wide 04/122024 No Yes NIA N/A/ Roof Panel over 15132&qud; Plywood -116.OPSF 3 1&qua; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/-131.OPS over 15432&quot; Plywood 4 1&qua; 24ga. Varsel-oc I&qua; Ver..Loc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/Al war 15B2&qua; Plywood .138.5PSF 5 1&quoL Versal-oc .032&qua; Aluminum 1&qua; Versal-oc min .032&qua; Aluminum veer 04/122024 Yes Yes N/A +N/A/ 15432&qua; Plywood -101.OPSF 6 1.5&qua; 24ga. Gulf Snap 1s&quot; Gulf Snap 24ga, 16&quot; Wide Roof 04/122024 Yes Yes NIA -N/A( Panel are, 15n2&qud; Plywood -116.OPSF 7 1.5&quot; 249a. V-Loc l s&qua; Verse Lac min 24ga. 16&qua; wide Roof 04/122024 Yes. Yes N/A +NIA/ Panel corer 15r32&qua; Plywood -.123.5PSF 8 2&qua; 24ga. MegaLac Min 24 Ga. 2&qud; MegaLoc 188,quct; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15n2&qua; Plywood -108.5PSF 9 24 Ga. Gulf Lair Mn 24 Ga. Gulf Lok 1S&quot; Wide corer 1W321tqua; 041122024 No Yes N/A +NIA/-96.7PSF Plywood 10 24 Ga. GulfSesm Min 24 Ga. Gulf Seam 16&qua; Wide Roof Panel 04/122024 No Yes N/A +N/A✓-93aPSF corer Ix4 Wood Pudins over 15/32&qua; Plywood 11 24 Ga. GulfSesm Mn 24 Ga. Gulf Seam, 13/4&qud; Snap Loek, 04/122024 No Yes N/A +WA/ 18&qua; Wide Roof Panel over 15132&qua; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15132&qua; 0411212024 Yes Yes N/A +NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 1543241,qua; Plywood 04122024 No Yes NIA +NtA/-131.P8F 14 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Roof Panel ever ix4 Wood 0411=024 No Yes N/A +N/A/ Purlins over 15432&quot; Plywood -156,5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot Wide Roof Panel over 04/122024 Yes Yes NIA +N/A/ 15r32&qua; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok IS&qua; Wide Rod Panel over 041122024 No Yes N/A +N/A/-63.5PSF 15132&qud; Plywood 17 26 Ga. GuIfPSR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qua; 04/12RO24 No Yes N/A +NIA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation P.w I off Building Codes and Standards Illvmta Product Approval Application Detail til21g4a C90 EndW or Raa Ralf Dear Ponds pee ka Version dim S Valderat ®( 3wdw garb Ell Approved own Revbion 2017 aarek IMWSWs, ba David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/iWMI7 10119fm17 1C222017 Approved Category: Structural Components (314)851.7480 LLC. swrC.rgo en Trues Plates, dvrorl@mil.sm (205) 5wooli0 Compltenea MWIO(h Evaluation Report Boon a Product Evaluation Emory BrDfIZ$EPJ�t Colder Assureares Agomvad f« Mae lam6f ,9lg,d, ProductMatel.Number «Name Productl lu.H1Rli O.Wftlwm on P1mg@ 4 Mr20 20 ga. true conrlerJair ptete 0110irm Ys Yet WA N4A Bunch CdAKIN Florida Department of Bua®tess & Professional Regulation Pape 1 al Building Cedes and Standards Imm,s Product Approval Application Detall e iew4M rdeft Ends 21111 20 Dab Pending Rae Sim vMa9D )I Sgaird EDaaPta Lta� Y IIY Ya90dW SUWt Abd FWADDraVal Amuarsd lrtadi Revkbn 2017 YWyerhm- Rob Bektwo IOC Evaluation service, LLC James A. Rothman, P.E 081222017 0111220=17 0710312017 Approved Cates": structural Components (253) 924-6476 (BOB) 830-1344 Subcategory: Engineered Lumber RobartBaM+f4ntilweysma CompWns Mahal Evaluation Report from a euser.com Product Evoluoticn Entry pJAa6274H Produpb Product mduotModal.Number or Name Agis9Udforlw AsrovedparUse I Imp Colonel Ea *auw Data IDtl" pubms PJffiIIR 3 TlmberSaand LSL Laminated Strand Lumber owi2D/9 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall sea # Product Nadel. Number «Name Product Description 18 26 Ga. GuIfPBR Min 26 Ga. GulIPBR Roar Panel werlx4 Wood Purllns over 15/32&quoC Plywood 19 26 Ga. GulfPBR Min 26 Ga. GuifPBR over 15/32&qua; Plywood 20 26 Go-GVPBRMin 26 Ga. GuffPBR over iX4 Wood Pudins veer 15/32&qua; Plywood 21 26 Ga. Gu102i1p Min 26 Ga. GulfiRib over lx4 Wood Pudins over 15/32&qua; Plywood 22 26 Got. GulfRib Mn 28 Ga. GulfRib over 15/32&qud; Plywood 23 26 Ga. G.IfRib Min 26 Ga. G.ItRib veer 15/32&quot, Plywood 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 10 Wood Purlins war 15/32&qua; Plywood 25 29 Ga. GunRib Min 29 Ga. GulfRib over 1x4 Wood Purlim war 15/32&quot, Plywood 26 29 Go, GulfRib Min 29 Ga. GORR, ever 15/32&quid; Plywood 27 29 Ga. Gulfft Min 29 Ga. Gul Rlbover tx4 Wood Purfm war 7/16&qua; O.S.B. 28 29 Ga. GORib Min 29 Ga. GullRib over 7/16&quot; O.S.B. Search Criteria Code Version: 20f 7 FLA: 11651 Application Type: ALL Product ManufxWrer. ALL Cate9ary: ALL Subcategory: ALL Application Status: ALL Compilmce Main.& ALL Quality ASSUnoreo Entity Contract Exphed: ALL Product Model, Number or Name: ALL Product Desedpnon: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL Peg.2 of 2 328i20/8 Quality Assurance Aporoved for Use Approved for Use Impact Deslpn Contract Emlration Dale In HVHZ Outside HVHZ Resistant Pressure 04/122024 Yes Yes N/A -NIA/ -151.7PSF 04/122024 Yes Yes N/A +N/A/ -154.7PSF 04/122024 No Yes N/A N/A/ -151.7PSF 04/122024 No Yes N/A +NIA/ 04/122024 No Yes N/A +164.2PSF N/A/ -159.2PSF 04/122D24 Yes Yes N/A N/Au -159.2PSF 04/122024 Yes Yes NIA +N/A/ -164.2PSF 04/122024 No Yes N/A +NIA/ -123sPSF 04/122024 No Yes NIA +N/Al -146.0PSF 04/122024 No Yes N/A +N/A/ A01.0PSF 04/122024 No Yes N/A +N/AI -116.DPSF _F._e (D N L � _ cot a) v N OL O .� cU U -0 N 0- '� ICU O fU CA O O O 0 (50 � O 1- M SE ) Q C/) czcz Q C/) -tf O (D V ICU /) L- CL CDL L C^id W W Q z z Q J SHEET NO. 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